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07-105269-UP; 07-105270-SE
Kevin Peterson From: Darrin Sanford [dsanford@paceng.com] Sent: Thursday, September 24, 2009 2:43 PM To: Kevin Peterson Subject: FW: Hampton Inn TESCP Attachments: 21000steelbilevaldrawing.pdf Follow Up Flag: Follow up Flag Status: Flagged Kevin. Please review the questions to your questions and call to discuss. i la?lks Darrin G. Sanford Project Manager, Member Pacific Engineering Design, LLC 15445 53rd Ave. S. Seattle, WA 98188 V: 206.431,79 7 0 F: 206.388.1648 From: Jingsong Feng Sent: Thursday, September 24, 2009 1:39 PM To: Darrin Sanford Subject: RE: Hampton Inn TESCP Kevin, Your questions/concerns on the proposal: 1) Does the Baker Tank have the equivalent volume as provided in the original sediment pond? Response: The volume of the original sediment pond is approximately 1477 cubic feet. The 10K Baker tank has a total live storage of 1337 cubic feet when using the rear 4" outlet at the bottom for dewatering (this outlet has a 4" butterfly valve to control the flow rate of the outfall). This volume is relatively close to the volume of the original sediment pond. If using the higher 4" outlet at the front for de watering, the tank has alive storage of approximately 934 cubic feet and a dead storage of approximately 403 cubic feet (2- deep). The exposed area of the site outside the building parameter will be covered with rock surface during construction. The bottom of the riser at the sump is wrapped with filter fabric, thus water pumped to the tank will be relatively clean. If water out from the bottom outlet is clean enough, the bottom outlet will be used for dewatering. Otherwise the higher outlet will be used. Larger tank (21K) may be used if required. We recommend the use of a 21K (21,000 gallons) tank for its bigger size and cheaper cost. 2) Based on this design, it appears the Baker Tank is only utilized in the event that the interceptor trench/pipe is at capacity and can no longer convey flows to the existing CB, and the sump pump comes on. Is that correct? Response: Yes, if water inside the riser is clean enough it will be directly discharged to existing catch basin and the sump pump only turns on when the when the outfall pipe is at capacity. If water inside the riser is not clean, the pump on elevation can be lowered to pump the water to the tank for settlement. 471 rDeDOOCF 3) I've never seen this technique used before, and I am concerned that there is little to no retention of runoff and sediments before entering the neighboring storm system. Response: The exposed area of the site outside the building parameter will be covered with rock surface during construction. The bottom of the riser at the sump is wrapped with filter fabric, thus water inside the riser will be relatively clean. If water inside the riser is clean enough it will be directly discharged to existing catch basin and the sump pump only turns on when the when the outfall pipe is at capacity. If water inside the riser is not clean, the pump on elevation can be lowered to pump the water to the tank for settlement. The bottom outlet of the tank is equipped with a butterfly valve. The higher outlet has a flange connection and water valve can be installed if required. Thus, the outfall flow rate of the tank can be controlled for better sediment control. 4) How is the sump pump powered? Response: The pump will be powered by electricity. 5) In the event of a power outage, how is the sump pump powered? Response: A standby diesel pump or an emergency power generator can be used in the event of a power outage. 6) Does the contractor have a 24-hour emergency contact in the event of a system failure? Response: Yes, the contractor has a 24-hour emergency contact in the event of a system failure. Thanks Jingsong Feng, P.E. Project Engineer Pacific Engineering Design, LLC '15445 53rd Ave. S. Seattle,'IVA 98188 V: 206.43139"110 F: 206.388.1648 From: Kevin Peterson [mailto:Kevin.Peterson@cityoffederalway.com] Sent: Wednesday, September 23, 2009 8:39 AM To: Darrin Sanford Subject: RE: Hampton Inn TESCP Darrin, I hav::` it few f lE+'sti: ttS;r:'orlcEart 5 on the proposal: Does the BakerTank have the e{ 3_ii :%client vokmne. as Provided in the uri ginal sediment 2) Based on this drLsign, it appe;---irs the Baker € ank is orfly uti ized €n the event that the €n erc eptor t. ench; rApe is ::t capacity and can no longer convey to the. 3xisting Cif, and the sump purn::i comes on. 1s that correct? '3) i`'`re° never se-EM this technique used ibe ore°, and ani concerned that there is litti{'to no retention of rurloff and sf diri ;:Mts before -entering' the. neigh bc cring storm systern. 4) Hovs is the saattp pump powered? 5) in the ev'.:`nt c_cf a pr:wer out;-.1ge, hovs is the sump i urnp pow_`red? h) ?oes the contra :-or have a 2.4-hour emergency ency c.onta t in thy' eve —"it of a system f<if13Ei'F. Thanks RECEIVED JUN ® 6 2007 --� CITY F � Al. i'Atllti' l CITY OF 40PftN%ftW;;P 'Application for Land Use / Federal Way 33325 8°i Avenue South Development Project Mailing Labels PO Box9718 Federal Way, WA 98063-9718 µ ww•.c itvorfrdem kvaa.com Please Note: This application for mailing labels can only be used in conjunction with City of Federal Way land use or development applications. Mailing labels received from this application shall only be for the applicant or property owner and shall not be used for commercial purposes. Requestor's Name: 6bk r &;,Ii" e ate: etl "zZ • 0 Address:�� �N�lai City: State Zip Coder Phone Number: 4.96 E-Mail Address: Subject Property's Tax-Lot#(s)1: em2-1 Q� I (1 0-digit number) Mailing Notification Radius: feet Number of Mailing Label Sets: 1 � 3 4 (Please circle the number of sets neede Within seven working days from submittal of application form, you will receive the following: 1) Set(s) of Mailing Labels (envelopes not included), and cost, for each parcel within the mailing notification radius of subject property. Each label will include the parcel number, property owner's name, and mailing address. 2) Set(s) of City of Federal Way return address labels. 2) A report listing parcel numbers, property owner names, and mailing addresses. 3) A map delineating the parcels within the mailing notification radius of subject property. The costs for the mailing labels will be based on the number of parcels located within the mailing notification radius of the subject property. The cost will be $.70/mailing label for the first Mailing Label Set and $0.35/mailing label for each additional Mailing Label Set. There is no additional fee for the return address labels, report, and map. MAILING LABEL DISCLAIMER The undersigned applicant acknowledges that the mailing labels will be produced with the most current and accurate information available to the City at the time of the request. Property ownership and mailing address information is maintained by the King County Assessor's Office and the City of Federal Way is providing this information as a convenience and service to its customers. The City makes no representation or warranty as to the accuracy of the information contained on the mailing labels. Mailing labels can not be provided for parcels located in Pierce County. The undersigned further acknowledges and represents that the mailing labels can not be used for "commercial" purposes, and that the mailing labels are being used only for the purpose of notifying property owners of pending land use or development related actions and projects. Dated this day of 200_�__ nuturc of Applicant) (Printed Namcloi Applicant) 'Pursuant to FWCC 22-1, subject property means the entire lot or parcel, or series of lots or parcels, on which a development, activity or use is or will locate or on which any activity or condition regulated by or subject to this chapter is or will occur or take place. Bulletin #002 — February 25. 2005 Page 2 of 3 k:\Handouts\Mailine Labels Application s r4 N v4 Q rf j o ,4 C77 Filed for the record at the request of LAWYERS TITLE COMPANY. K- M57 Recording Requested By and After Recording Return To: Federal Way Joint Venture 2020 Abbott Roadb3.pD Anchorage, Alaska 99507 89e1Oe10 *1211 9 RECFEE 2.00 DECLARATION OF EASEMENTS RECD F 61.00 CASHSL ***63.00 AND RESTRICTIVE COVENANTS v5 By and Between Federal Way Joint Venture and FIR Associates Dated: October -, 1989 iRd n t EXCISE TV NO i ,�U. �✓�� iarlp CO. Rzcardt AI1�NOD q4 q4 O O e�1 i I DECLARATION OF EASEMENTS AND RESTRICTIVE COVENANTS Table of Contents Recitals............................................. 1 Index of Defined Terms 2 ARTICLE I. PARKING AND COMMON AREA EASEMENT ....... 3 section 1.1. Declaration of Parking and Common Area Easement ............ 3 Section 1.2. Relocation and Mod:.fication ....... 4 Section 1.3. Rules and Regulations ............. 8 Section 1.4. Repair and Maintenance ............ 8 Subsection 1.4.1 Maintenance Responsibility .......... 8 fal.n l.4.2 Cost Reimbursement ........ 12 Subsection 1.4.3 Maintenance by others ..... 13 Subsection 1.4.4 Monthly Payment ........... 13 Subsection 1.4.5 Real Estate Taxes and Insurance ............... 13 Subsection 1.4.6 Payment Default ........... 14 Subsection 1.4.7 Site Plan ................. 14 Section 1.5. Parking Program ................... 15 ARTICLEII. ROADWAY EASEMENTS ...................... 15 Section 2.1. Existing Roadway Easements ........ 15 (i) a0 Section 2.2. Incorporation of Roadway Easements ......................... 15 Section 2.3. Modification of Roadway Easements . 16 ARTICLE III. SIGN EASEMENT .......................... 18 Section 3.1. Existing Sign Easement and Incorporation of Sign Easement .... le Section 3.2. Modification of Sign Easement ..... 18 ARTICLE IV. RESTRICTIVE COVENANTS .................. 20 Section 4.1. Restrictive Covenant for Non -Building Area On Parcel 7 ..... 20 Section 4.2. Restrictive covenant Prohibiting Certain uses ...................... 21 Section 4.3. Restrictive Covenant for Non -Building Area On Parcel 2 ..... 21 ARTICLE V. RECIPROCAL EASEMENTS ................... 22 Section 5.1. Easement in Favor of Adjacent Parcels ........................... 22 ad`f_nn ;.:?. F.?cpmgnt in Favor of the Parcels .. 23 Section 5.3. Reciprocal Easements Areas ........ 23 ARTICLE VI. General Provisions ..................... 24 Section 6.1. Taxes and Insurance .............. 24 Section 6.2. No Merger ......................... 25 Section 6.3. Not a Public Dedication ........... 25 Section 6.4. Successors and Assigns ............ 26 Section 6.5. Conveyances ....................... 26 Section 6.6. Declarant ......................... 26 9V s ' Section 6.7. Master Plan ....................... i I 27 Section 6.8. Enforcement ....................... 27 Section 6.9. Breach ............................ 27 Section 6.10. Partial invalidity ................ 28 Section 6.11. Captions .......................... 28 Section 6.12. Prior Recorded Documents .......... 28 Section 6.13. Declarant's Consent ............... 2B Section 6.14. Notices ........................... 28 �-j Section 6.15. Parcels and Lots .................. 29 C? Section 6.16. Amendment and Termination ......... 29 . G �''♦ Section 6.17. Mortgagee Consent ................. 30 Section 6.18. Assignment for Security Purposes .. 30 List of Exhibits ..................................... 31 ! DECLARATION OF EASEMENTS AND RESTRICTIVE COVENANTS THIS DECLARATION OF EASEMENTS AND RESTRICTIVE COVENANTS (-Declaration") is made by the FEDERAL WAY JOINT VENTURE, a Wash hington general partnership ("Declarant"), effective the -day of October, 1989, to create easements and impose restrictive covenants on the terms provided herein. FIR ASSOCIATES, a Washington general partnership, ("FIR"), is joining in this Declaration for the purpose of amending certain roadway easements and establishing reciprocal parking and access easements. v♦ R R 9 1 T 9 L a A. Declarant owns certain real property located in ..� Federal Way, Washington, which is legally described on C1 Exhibjt A (the "Property"), and incorporated herein by this ^� reference, which Property consists of eight parcels as shown on the map attached hereto as •xhi 'i@ (individually "Parcel" or collectively "Parcels"). As used herein, the term "Parcels" shall include all parcels created from the subdivision of any of the Parcels, and the term "Parcel" shall include any parcel that is created as the result of any subdivision of a Parcel. Parcel 3 and Parcel 4 are currently developed with a multiplex cinema building and with retail buildings, respectively. are rnrrently undeveloped, but may be developed in the future.. Parcels 1, Z, 6 anQ 8 currently contain or may contain surface parking which is used by Parcels 3 and 4 on a nonexclusive basis, but Parcels 1, 2, 6 and 8 may also be subsequently developed consistent with applicable zoning requirements. The term "Project" as used herein refers to the shopping center and all the buildings and improvements now or hereafter placed on the Property, and commonly known as Gateway Center at Federal Way. B. Declarant desires to establish a parking and common area easement for the benefit of the Parcels. Declarant and FIR desire to reaffirm and modify previously granted roadway easements and to create reciprocal parking and access easements. Declarant further desires to reaffirm and modify a previously granted sign easement and to establish restrictive covenants to prohibit certain uses on the terms provided herein. a� ti t � s DECLARATION AND AG E$MUT NOW, THEREFORE, for good and valuable consideration, the ! adequacy of which is hereby acknowledged, the Declarant hereby declares and Declarant and FIR agree as follows: InQex of The following terms are defined in this Declaration of Easements and Restrictive Covenants as follows: "Adjacent Parcels" is defined in Section 2.1 on page 15. "Building Integrated Parking Facility" is defined in Section 1.1 on page 3. "Common Area Costs" is defined in Subsection 1.4.1 on page ID. "Declarant" is defined in Section 6.6 on page 26. N "Developed Parcels" is defined in Subsection 1.4.2 on 0 page 12. "Exclusive Parking Stall(s)" is defined in Section 1.2 on 0) page 7. "Exclusive Use Buildings" is defined in Section 1.1 on page 3. "Master Plan" is defined in Section 6.7 on page 27. "Parcel" and "Parcels" are defined in Recital A on page 1. i F "Parking and Common Area Easement Area" is defined in Section 1.1 on page 3. "Participating Parcels" is defined in Section 1.5 on page 15. "Permanent Exclusive Parking Stall(s)" is defined in Section 1.2 on page S. "Project" is defined in Recital A on page 1. "Property" is defined in Recital A on page 1. i "Reciprocal Easements Areas" is defined in Section 5.3 on page 23. "Restricted Area" is defined in Section 4.1 on page 20. I i 0464K 2 d C Q ri GO "Roadway Easement Areas" is defined in Section 2.2 on page 16. "Roadway Easements" is defined in Section 2.1 on page 15. "Roadway Maintenance Costs" is defined in Section 2.3 on page 17. "Semi -Exclusive Parking Stall(s)" is defined in Section 1.2 on page 7. "Sign Easement" is defined in Section 3.1 on page 18. "Sign Easement Area" is defined in Section 3.1 on page 18. ARTICLE I. 1.1. a Common - peclarant hereby declares, grants, establishes and conveys nonexclusive easement over all those portions of Parcels 1, 21 3, 4, 6 and S, outside of the roof line of Building Integrated Parking Facilities and/or Exclusive Use Buildings, including parking areas or structures, surface parking areas, driveways, entrances, retaining walls, exits, truckways, open walkways, open spaces, planters, courts, sidewalks, landscaping, street tichts, storm drainage facilities, and utilities, as such areas and facilities may bs Aw)difieu, :.vai.�1 �:F? <<"'.•:t"' end designated from time to time as provided herein below ("Parking and Common Area Easement Area"), (i) for vehicular ingress to, egress from, and parking upon those portions of the parking Common Area Easement Area intended and appropriate for vehicular use, and (it) for pedestrian ingress to, egress from, and other appropriate use consistent with the intended nature and function of the particular facility or portion of the Parking and Common Area Easement Area and the applicable rules and regulations established by Declarant with respect thereto as provided herein below; provided, however, the Roadway Easement Areas and Sign Easement Area, as defined below, are not a part of and shall not be included within the Parking and Common Area Easement Area. As used herein, the term "Exclusive Use Buildings" mean buildings that are leased or owned predominantly on an exclusive use basis to one or more users, although they may contain certain incidental nonexclusive use areas such as mall areas, covered walkways, lobbies, Washrooms, V etc. A "Building Integrated Parking Facility" means a parking f facility that is constructed within, under or as part of the i structure of an Exclusive Use Building, but shall not include 0464W i r i } i t 3 D the parking garage portion of the parking facility to be constructed on Parcel 2 in accordance with Section-4.3. hereof. The retail portion of the parking garage facility to be constructed on Parcel 2 in accordance with 5ectiS?n A.3. hereof shall be an Exclusive Use Building, but the parking garage portion of such facility shall be part of the Parking and Common Area Easement Area. Unless the conditions of are met and Declarant approves an exclusive use within the Parking and Common Area Easement Area, the Parking and Common Area Easement Area shall not include any area that is subject to an exclusive right of use and possession, or set aside for the exclusive benefit of any particular tenant(s), user(s) or Parcel owner($). This Parking and Common Area Easement Area shall be for the benefit of the respective owners of the Parcels, and their tenants, customers, patrons, invitees, employees and agents. As of the date of this Declaration, all those portions of Parcels 1, 2. 3, 4, 6 and 8 outride the roo£line of the Building Integrated Parking Facilities and Exclusive Use Buildings and not within the Roadway Easement Areas are within the Parking and Common Area CZ Easement Area. W4 © 1.2, Any Parcel owner may, V-4 with respect to its own Parcel, with the prior written consent Q of the Declarant (i) relocate, release portions of, change the lrq size or configuration of, change or terminate the uses within, or terminate use of the Parking and Common Area Easement Area +.te Paresil (or any portions thereof), (ii) expand the Parking and Common nrea nnkn itFn P?reel, and/or (iii) construct or modify building(s) upon its Parcel or change the use of any building(s) on its Parcel if the users of any such building(s) are using or will use the Parking and Common Area Easement Area for parking or any nonexclusive parking stalls outside the Parking and Common Area Easement Area required by this S ct3.AB_L 2., so long as all of the following conditions are met: a. There are at least 7.50 parking stalls available Eor the nonexclusive use of Parcels 3 and 4 located on the Property. b. Not less than the minimum number ❑f_ parking spaces required by zoning, government regulations and permits shall be provided on the Property and/or Adjacent Parcels. Furthermore, not less than the minimum number of parking spaces required by zoning, government regulations and permits shall be provided on the Property and/or Adjacent Parcels for those shared uses of the Parking and Cam -non Area Easement Area and/or of any other nonexclusive parking stalls outside the Parking and Common Area Easement Area. 0464W 5 v c. Any relocation of uses within the Parking and Common Area Easement Area shall not substantially reduce ii access to the Parcels. d. No parking stalls within the Parking and Common Area Easement Area shall be eliminated unless prior thereto or concurrently therewith at least an equal number of nonexclusive parking stalls are added to the Property, whether or not within the Parking and Common Area Easement Area: e. If additional parking stalls are constructed on any Parcel burdened by the Parking and Common Area Easement Area, then to the extent the number of said additional parking stalls exceeds the number of nonexclusive parking stalls required by this Section 1.2. in connection therewith, said Parcel owner may establish said. excess number of stalls as exclusive use stalls. 94 f. A Parcel owner may, for that portion of his (� Parcel within the Parking and Common Area Easement Area, create or establish Semi -Exclusive Parking Stalls, v Exclusive Parking Stalls, or Permanent Exclusive Parking Stalls; provided, however, that with regard to any U Permanent Exclusive Parking Stalls, the decision of the Declarant to grant, withhold or condition the creation or establishment thereof on any such Parcel, unless also consented to by the majority of Parcel owners, shall be subject- t^ modification or cancellation in the sole discretion of the majuri"f --`- rarcei by �••� signed by the majority of Parcel owners. g. Parking stalls contained on the Property but outside the Parking and Common Area Easement Area may be used to satisfy the requirements for nonexclusive parking, ,so long as such parking stalls are nonexclusive and accessible and practicable for use by the other Parcel owners. , h. The size and location of all buildings to be constructed or modified on the Property and of all parking areas thereon shall conform to all applicable zoning and other ordinances, regulations and -permits of public authorities regarding setback restrictions and parking ratios, or to agreements entered into with such public authorities modifying or waiving the applicable zoning or other regulations and ordinances regarding setback restrictions and parking ratios. 0464W i. The cost of any relocation, expansion or modification shall be paid by the Parcel owner(s) desiring such relocation, expansion or modification and shall not be charged to the owner(s) of the other Parcels under Section_i.9.Z or any other provision hereof. j. There are at least 225 nonexclusive parking spaces on Parcel 2 available for the nonexclusive use of tenants of Parcel 3 and Parcel 4. k. The specifications of any buildings and improvements to be constructed within the Project shall comply with applicable building codes and other ordinances and shall be comparable to the quality of the existing improvements. 1. No Portion of the Parking and Common Area 94 Easement Area shall be located upon any portion of VqParcel 5 or Parcel 7 (or any Parcel that has previously been entirely released from the burden of the Parking and N Common Area Easement) unless Declarant records a notice of such expansion of the Parking and Common Area Easement Area onto said Parcel. � M. A Parcel subject to the Parking and Common Area m Easement shall not be released in its entirety from the burden of said easement unless Declarant records a notice of Lutl rbitlae:z zr L:.� ��� .• notice shall contain a reservation across such Parcel of a nonexclusive easement in favor of the other Parcels for pedestrian and vehicular access so that the existing access to such other Parcels is not diminished by the release. in conjunction with and prior to any such relocation, expansion, modification, release, change or termination permitted under this the permitted Parcel owner shall give reasonable notice to Declarant and all Parcel owners of such proposed change. After receiving Declarant's approval of any such proposed change, but before taking any other action to accomplish said change, the permitted Parcel owner shall give notice thereof to the other Parcel owners. No` such change, relocation, expansion, modification, construction, release or termination permitted under this Uction_,1_.2. shall require or be deemed to be an amendment, modification or termination of this Declaration. Subject to the foregoing restrictions and conditions and the rights granted by the Parking and Common Area Easement, the owner of a Parcel may construct or modify buildings, parking structures and other improvements on the portion of Parking and Common Area Easement Area located on his Parcel. 0464W Subject to the conditions set forth in this Section 1.2., but without the consent of the Declarant or any other Parcel owner, the owner of Parcel 1 may construct (a) an office building of any size on Parcel 1 at any time, so long as (i) at least 180 parking stalls are provided on Parcel 1 upon completion of construction, or (ii) at least 180 parking stalls are provided in combination on Parcel 1 and as additional parking stalls on Parcel 2 for use by the cinema patrons and/or office building users; or (b) a building of any type or size, if an additional 180 parking stalls are provided on Parcel 2 for use by the cinema patrons and/or office building users. The reference in this paragraph to "additional" parking stalls on Parcel 2 means parking stalls in addition to the 239 stalls which exist on Parcel 2 as of the date of this Declaration, which additional stalls may or may not be added in conjunction with an office building on Parcel 1. Notwithstanding the foregoing or anything herein to the 1-4 contrary, during periods of construction on any Parcel, a permitted Parcel owner may, with Declarant's prior approval, reasonably reduce the number of parking stalls below the number ri of stalls required above and temporarily close some vehicular and/or pedestrian access areas; provided said permitted Parcel owner shall use reasonable care to minimise the extent and duration of any such disruption to parking and access areas; TT provided, further, Declarant shall have the authority to review GO such approve all plans and schedules prior to commencement of such construction, and Declarant shall further have the authority to impose fines or require that such work be stopped ;f Disruption arises from the Parcel owner.'r failure to comply with the foregoing criteria or the approved plans and schedules; provided further that any such Parcel owner who violates said requirements and creates an unreasonable disruption of parking or access shall indemnify any other Parcel owner for damages proximately caused by said disruptions. As used herein, the term "Semi -Exclusive Parking Stall(.a)" means (i) parking stalls that are subject to time limit restrictions but not set aside for the exclusive use of a user(s) or class of classes of users and/or (ii) parking stalls that generally benefit the Project and are set aside for the exclusive use of a particular class of users, such -as, for example, bus stop spaces, taxi pickup spaces, visitor spaces, package pickup spaces, dumpster access spaces, and delivery service spaces, etc. The term "Exclusive Parking Stall(s)� i means -.parking stall(s) that are restricted to the exclusive use of a user or users or class or classes of users, but shall not include those exclusive use stalls included in the definition of Semi -Exclusive Parking Stalls. The term "Permanent 0464W Exclusive Parking Stall(s)" means Exclusive Parking Stall(s) where the contractual rights of such classes of users extends for a period of one year or more. 1.3. Rules and Regulai_i4t�. declarant reserves the right to establish, modify, amend, revoke and enforce reasonable rules and regulations governing the use of the Parking and Common Area Easement Area, to impose fines or other penalties to enforce said rules and regulations, and, at the option of Declarant, to prevent use of the Parking and Common Area Easement Area by the defaulting party while a default exists under this Declaration. Except as otherwise provided in this Declaration, no charge shall be made for parking anywhere in the Parking and Common Area Easement Area. No such rules and regulations shall materially interfere with the normal operation of any theatre or retail complex on Parcels 3 and 4. 1.4. Repair and Ma_?nteld-T= . 1.4.1�,xntenance Responsibi_1_i_ty. The Declarant shall operate and perform reasonable repair, maintenance and care for the improvements within the Parking and Common Area ,4 Easement Area. The Declarant may perform its required duties set forth herein through a designated agent or by hiring an independent contractor. Currently, Declarant has contracted p) with Gateway Center, Inc., as an independent contractor, to Ga perform said duties. uc*w}thstandinq anything herein to the contrary, during periods of construction on any Parcei yy 6,G connection with its performance of the operationandreasonable + repair, maintenance and care for the improvements within the Parking and Common Area Easement Area, the Declarant may reasonably reduce the number of parking stalls below the number of stalls required in Section 1.?. above and temporarily close some vehicular and/or pedestrian access areas; provided, however, Declarant shall use reasonable care to minimize the extent and duration of any such disruption to parking and i access areas. The operation of and reasonable repair, maintenance and care for the improvements within the Parking and Common Area Easement Area shall include, without limiting the generality of the foregoing, the following: a. Maintaining the surfaces in a level, smooth and evenly covered condition with the type of surfacing material 0464W originally installed or such substitute as shall in all respects be equal in quality, use and durability. b. Placing, keeping in repair and replacing any necessary appropriate directional signs, markers and lines, and other items of equipment required for energy or safety purposes by any law, regulation, order, ordinance or permit. C. Operating during such hours as the various buildings in the Project are open for business, and keeping in repair and replacing where necessary, such artificial lighting facilities as shall be reasonably required. d. Maintaining and watering all landscaped and yI planted areas and making such replacements of shrubs, trees, grass, plants and other landscaping amenities as is necessary. e. Keeping all areas free and clear of excess dirt, debris, ice and snow, when needed. 1;ir f. Keeping the paved portion of all areas free of ' holes and plainly striped, resurfacing, restoring or replacing G+ all or any part of the paved areas when necessary. Restripping of.:all or any part of the parking lot or lots and parking D structures (as the same may be expanded) shall be done not less 94 ttion once every two years, or as necessary. g. Providing all sidewalks, stairs, stairwells, 'IF rfaAdwaYs and exits and entranceff in the Parking and Common Area Easement Area with lighting and keeping parking areas made available to the patrons of the cinema tenant on parcel 3 fully lighted from dusk until a reasonable interval after the end of the last evening performance and keeping the remaining parking areas lighted to the extent necessary to erBble theatre patrons to return safely to their parked motor vehicles; provided, however, that any tenants or other permitted users on the Property that require lighting after normal business hours shall pay the reasonable cost related to utility charges for such late lighting. h. Maintaining all perimeter walls, rockeries and fences in a good condition and state of repair. - i. Operating and maintaining any common area amenities, such as benches, trash recepticles, bicycle racks, flagpoles, banners, signs, kiosks, outdoor lighting, project signage, etc. 0464W 9 D�� j. Keeping all other portions or areas not specifically treated above in good order and repair and in safe, sound and clean condition, including painting, resurfacing and replacement of any such portion or component thereof which has become damaged or defective. k. Paying all attributable utility costs, personal property and real estate taxes and assessments and premiums for insurance deemed by Declarant to be reasonably required and pertaining to the Parking and Common Area Easement Area: provided, however, if a building owner or tenant already ..,provides or maintains such insurance in the required amount or •.is required to provide or maintain such insurance pursuant to a lease or other contractual obligation, Declarant shall not be obligated to obtain overlapping coverage. 1. Performing all other general maintenance, N inspections, repairs of common area facilities, including. Of without limitation, janitorial services, sidewalk repair and maintenance, curb and Project sign maintenance and repair, 0 landscaping, sprinkling systems. utilities, police and fire protection, maintenance and repair of any fire protection Q systems, storm drainage systems, utility systems, and traffic 4 regulation, security and Security patrol. In. Maintaining a reasonable amount of cash reserves for future contingencies. n. Enforcing the t,4uvisiono .^.f thia 11_=12rntinn, o. obtaining financing, if necessary, to perform any of the foregoing obligations. Declarant's costs incurred in performing its duties above and operating and performing reasonable repair, maintenance and care within the Parking and Common Area Easement Area, together with Declarant's reasonable personnel costs related to performing its duties hereunder and any property management fees related to the performance of such duties, and Declarant's administrative and overhead costs equal to 15% of Declarant's common area costs described above shall be referred to collectively as the "Common Area Costs." - Notwithstanding the foregoing, Common Area Costs shall not include: a. costs incurred in connection with the initial construction of the buildings on a Parcel and related site improvements; 0464W 10 09 b. advertising and promotional expenditures; C. legal fees, except those pertaining to the administration and enforcement of this Declaration; d, costs attributable to repairs or maintenance performed in any tenant's or Parcel owner's space which is not part of the Parking and Common Area Easement Area; e, costs for damages arising from the unauthorized or negligent acts of a tenant or for tenant requested improvements; f. interest on any mortgage or similar encumbrance by Declarant (except for financing the sole purpose of which is r to finance Declarant's performance of its obligations under this ), or rental payable by Declarant under M any ground lease; M M g. costs directly attributable to seeking and D obtaining new tenants for as well as retaining existing tenants N in the Project; h, costs attributable to repairing or maintaining Qj items which are covered by warranties or insurance required to Qj be maintained by Declarant or any Parcel owner; J. costs incurred due to violations by Declarant of any of chd i rlma -a ^p "; ^�s of any to the ➢Tojeat; j, real estate taxes and assessments except those which are reimbursable as provided in Suf?seCti4r; d.4.5 below; and k. the cost of operating, maintaining, repairing or caring for any Building Integrated Parking Facility; provided, however, that if the owner of a Parcel containing such facility (if said facility provides nonexclusive parking stalls) fails to reasonably adequately, operate, repair, maintain or care for said Building Integrated Parking Facility, then Declarant may, after giving said Parcel owner sixty (60) days written notice and an opportunity to correct said deficiencies, thereafter pay for the performance of said operation, repair, and maintenance from the Common Area Costs paid by the owners of Developed Parcels and charge said Parcel owner for reimbursement of such amount plus interest thereon at eighteen percent (18%) per annum or the maximum rate permitted by applicable law, whichever is less. 0464W 11 5%�, 1.4.2 Cost $P,iJflbMX eCMAaLt. As used herein, the term "Developed Parcels" means those Parcels with Exclusive Use Buildings on them. The owners of Developed Parcels shall reimburse Declarant for their pro rate share of all Common Area Costs, which pro rate share shall be determined by multiplying the annual Common Area Costs times a fraction wherein the numerator is the number of square feet of floor area of the Exclusive Use Buildings (excluding any parking garage) on the applicable Parcel, and the denominator is the total number of square feet of floor area of all Exclusive Use Buildings (excluding any parking garage) within the Property which have a nonexclusive right to use the Parking and Common Area Easement Area. For purposes of determining the pro rata share hereunder, as of the date of this Declaration, Parcel 3 is deemed to contain 32,000 square feet of floor area and Parcel 4 is deemed to contain 69,000 square feet of floor area. The owner of a Developed Parcel that contains parking stalls that are not within the Parking and Common Area Easement Area and which stalls are used to meet his permitting requirements may p reduce the number of square feet of floor area used to calculate his pro rata share of Common Area Costs by a fraction, the denominator of which is the number of stalls required for his building for permitting purposes in connection with construction of the building without regard to any nonexclusive stalls available on any other Parcel and the numerator of which is the total number of stalls he has provided outside the Parking and Common Area Easement Area to meet his parking permitting requirements for said building; in `tc rati.ne of the nFhs= nn..PlopeA n,.—••nl pwns�=r• Ewa l_ 1 be adjusted accordingly. To the extent that any owner of a Developed Parcel pays for Common Area Costs, he shall receive a credit therefor against his pro rata share of Common Area Costs, and to the extent such payment' by the owner of the Developed Parcel exceeds said Developed Parcel's pro rata share of Common Area Costs for that year, Declarant shall reimburse him for such amount from amounts paid by other Developed Parcel owners. Notwithstanding the foregoing, if Parcel 7 is developed in whole or in part with a hotel, then to the extent the Parcel 7 owner meets the minimum parking stall requirements of applicable zoning or land use laws for such hotel by relying on a certain number of nonexclusive parking stalls in -the Parking and Common Area Easement Area, the Parcel 7 owner's percentage of the Common Area Costs shall be determined as follows: one-half of the number of such nonexclusive parking stalls relied upon divided by the total number of nonexclusive parking stalls within the Parking and Common Area Easement Area. if the foregoing conditions are met and the Parcel 7 owner is required to pay its Common Area Costs using the above parking 0464W 12 'IV stall formula, then the total amount of the Common Area Costs payable by the owners of the other Developed Parcels shall first be reduced by the amount payable by the Parcel 7 owner. 1.4.3If Declarant shall fail to repair, maintain and care for the Parking and Common Area Easement Area and such failure continues for a period of sixty (60) days after written notice of such failure is given by the owner of a Parcel, then the notifying Parcel owner may undertake: such repair, maintenance and care and obtain reimbursement for such costs subject to the terms of and using the same ratios and procedures as provided in Subsections 1.4.1 and 1.41� hereof. Any dispute involving maintenance shall be resolved by arbitration. 1.4.4 Monthly RaymMA. At least thirty (30) days prior to the start of each calendar year, Declarant shall l prepare an estimated annual statement of the amounts due for reimbursement under this Declaration, and the respective owners of Developed Parcels, on the first of each month, shall pay Q their pro rata share in accordance with the estimated statement. Within sixty (60) days after the end of each calendar year, Declarant shall provide an annual reconciliation 9 of the actual costs of reimbursement and the payments made by the Developed Parcel owners. In the event of an underpayment, the Developed Parcel owners shall pay their respective reimbursement shares within ten (10) days after receipt of the Declarant's annual reconciliation. In the event of overpayment by the Developeu :!z: j LC tltl GN tv a credit in the amount of the overpayment for the reimbursement costs which next become due. Any amounts not paid when due shall bear interest at the rate of eighteen percent (18%) per annum or the maximum rate permitted by applicable law, whichever is less, from the date due until the date paid. The owner(s) of Developed Parcels shall have (i) the right of reasonable access to review the current records of the Declarant pertaining to the Common Area Costs, and (ii) the right within two years after the close of each calendar year, but not more often than once for each calendar year, to audit all of the books of account, documents, records and files of Declarant regarding any Common Area Costs reimbursement. Declarant, on written request of such owner, shall not later than ten (10) days after such request make all of such records available for examination by such owner. 1.4.5 $Q,A1 Estate Taxes: Insurance. Each Parcel owner shall pay when due all real estate taxes and assessments applicable to said Parcel. The owner of a Parcel that is not a Developed Parcel but is burdened by parking that is part of the 0464W 13 9V Parking and Common Area Easement Area shall be reimbursed by tha Ieclarant from the Common Area Costs paid by the owners of the Developed Parcels for that portion of the taxes and assessments reasonably allocable to the Parking and Common Area Easement Area on that Parcel and for insurance premiums related thereto for insurance required under SegJi4n_5.1.; provided, however, the owner of Parcel 2 also shall be entitled to said reimbursement if Parcel 2 is developed with the parking facility described in Secripri3. below. The owner of a Developed Parcel or a Parcel that is not burdened by parking that is part of the Parking and Common Area Easement shall not be entitled to any reimbursement for payment of said real estate taxes and assessments applicable to said Parcel or for insurance premiums. If a Parcel owner fails to pay taxes and assessments on his Parcel when due, Declarant may, at its option, after giving sixty (60) days written notice to said Parcel owner, make such payment from the Common Area Costs paid by the owners of Developed Parcels and charge said Parcel owner for reimbursement of such amount plus a service charged equal to fifteen percent (15%) of said amount, plus interest thereon at eighteen percent (16%) per annum or the maximum rate permitted by applicable law, whichever is less. 1.4.6 A default by the reimbursing party in its obligation to reimburse for Common Area Costs, with interest, or the default by a Parcel owner of its obligations under Subsection-1.4,5 hereof, shall give rise to a lien on such party's Parcel for the amount of a�r.bvra cnr n;rrr� �tbirh iipn may be recorded County Records and Elections Division and may be enforced in any manner allowed by law for the foreclosure of liens. The lien created hereunder shall be junior to any existing mortgage on such Parcel and shall not be the exclusive remedy of the party entitled to reimbursement, and the Declarant shall be entitled to prevent use of the Parking and Common Area Easement Area by any party in default, including that defaulting party's tenants, customers, patrons, invitees, employees and agents, and may pursue any remedy for damages or equitable relief provided by law. 1.4.7 AitAPlan. Declarant shall provide to every Parcel owner, upon request, a copy of the most current site plan of the Property (subject to restrictions applicable thereto) which shall reflect relevant information regarding leasable and leased square footage and the names and locations of tenants. If the circumstances existing shall be the same as existing at the time of the prior request, Declarant shall certify that the state of events remains unchanged. Information contained in such requested site plans shall be provided for informational purposes only and shall not 0464W 14 constitute any promise, agreement, representation or warranty by Declarant to such Parcel owner or any other person or entity. 1.5. Parkin0 TIDAT M. Declarant shall have the right to establish a parking program on the Parking and Common Area Easement Area, including parking charges or fees for surface parking, a parking garage or a combination thereof; provided, however, that any parking charges as to the common area parking on a Parcel shall require the consent of the owners of affected Developed Parcels (i.e., those Developed Parcels that have relied on said parking resource to comply with the requirements of S!Uction_I 2. hereof) or the establishment of a reasonably convenient validation system whereby tenants, employees of tenants and customers of tenants on an affected Developed Parcel are not charged for reasonable parking times while 04 patronizing or working within the facilities on the affected Developed Parcels.. The affected Developed Parcels that consent to said parking charge program are herein called "Participating q,4 Parcels". Revenues generating from any such parking program shall be used first to pay the costs of establishing, operating rl and admini9tering the parking charge program (including, D without limitation, equipment casts, maintenance, repair and replacement costs of such equipment, taxes, insurance, overhead charges, management fees, capital costs, and employee expenses related to said parking charge program) and the balance shall be disbursed as agreed by the Parcel owners owning the Parcels upon which the parking stalls generating the revenues are located and the owners of the Participating Parcels. The owner of any Parcel cilai Fn'r- .- ^R,T.nitl�iya r,rkinu stalls not located on the Parking and Common Area Easement Area may institute a parking charge program on its Parcel, but shall not have the right to charge for parking an such nonexclusive stalls that are used to meet the requirements of Section I.2, ARTICLE II. EQMi�SEhI TS 2.1. Fxi.Stina Roadway Easements. Declarant and FIR have previously entered into and recorded certain roadway easements under King County Recording Nos. 8705150734 and 8705150735. as amended by amendments recorded under King County Recording Nos. 8709222085 and 8804210692 ("Roadway Easements"). FIR owns the other property adjacent to the Parcels that is also benefited by the Roadway Easements, which property is legally described on the attached Eahibit_C (the "Adjacent Parcels'). 2.2. �nrnrooration of Rof RQadway Easerrsents. The Roadway Easements establish nonexclusive easements in favor of the Parcels and Adjacent Parcels for access, utilities, drainage, 0464W 15 P1 and related facilities, so long as such facilities comply with applicable regulations and permits and do not interfere with the roadway use of said roadway easement areas. The easement areas established by the Roadway Easements are legally described on the attached Exhibit- i (the "Roadway Easement Areas"). The Roadway Easements are hereby re -declared, re-established, ratified and incorporated by reference into this Declaration, and all the rights, powers, and obligations of Declarant and FIR as set forth in said Roadway Easements are hereby reconfirmed, except as expressly modified herein. 2.3. As used below, the term "Declarant" refers to the Declarant as defined in this Declaration, not as defined in the Roadway Easements. FIR and Declarant hereby amend the Roadway Easements as follows: a. The power and authority granted in the Roadway Easements to the "declarant" named therein or any other Parcel owner are hereby transferred to the Dr-clarant, and the Declarant shall have the exclusive rignt and authority to: (i) dedicate all or any portion of the Roadway Easement Areas to the public for some or all of the uses permitted by the Roadway Easements, subject to the limitations, conditions and restrictions contained in the Roadway Easements; (ii) construct, install, modify, relocate and remuvd anu ..-; Fti; n the Roadway Easement Areas, subject to the limitations, conditions and restrictions contained in the Roadway Easements; (iii) modify and relocate the Ring Road Easement Area subject to the limitations, conditions and restrictions contained in the Roadway Easements; (iv) require the termination of use of and removal of improvements subject to the provisions of the Roadway Easements; and (v) approve the construction, installation, modification, relocation or removal of improvements, facilities, utilities or uses within the Roadway Easement Areas (which approval shall not be unreasonably withheld or delayed for the construction or installation of utilities by an owner of any Parcel or Adjacent Parcel), and the use of any improvements thereon and any access thereto, subject to the limitations, conditions and restrictions contained in the Roadway Easements. 04 64W 1.6 i f Ho such construction, installation, modification, termination, dedication, relocation or removal of improvements, facilities, utilities or uses shall substantially reduce access to the Parcels or to the Adjacent Parcels; provided, however, during periods of construction on any Parcel or Adjacent Parcel or any portion of the Roadway Easement Areas, Declarant may reasonably reduce the use thereof and temporarily close some vehicular and/or pedestrian access areas. b. The Declarant shall have the sole authority and duty to undertake the repair, operation, replacement and maintenance of all improvements or facilities on the Roadway Easement Areas and the design, installation and maintenance of ail landscaping on that portion of the Roadway Easements located on y,{ Parcel 9 ("Roadway Maintenance Costs"). The Declarant may perform its required duties set forth herein through a designated agent or by hiring an independent contractor. The Q Roadway Maintenance Costs shall be fully reimbursed to vDeclarant and shall be paid jointly by the owners of the 0 Parcels and Adjacent Parcels which have Exclusive Use Buildings V4 constructed thereon with each such improved parcel owner paying n its pro rata share to be determined by multiplying the annual Roadway Maintenance Costs times a fraction wherein the numerator is the gross number of square feet of floor area of said Exclusive Use Buildings (excluding any parking garage) on said parcel, and the denominator is the total gross number of square feet of floor area of all Exclusive Use Buildings (excluding any parking garage) and within the Property and Adjacent Parcels combined; provided, however, that the Parcel 1 owner shall have no obligation to pay any portion of the Ycd,;z7 MAintenance Costs based on its ownership of Parcel 1, and Parcel 1 shall oe excluded iur purposev 4f Zccerminiaey 6te pro rats share of Roadway Maintenance Costs. Roadway Maintenance Costs shall not be included in Common Area Costs and common Area costs shall not be included in Roadway Maintenance Costs. C. The Declarant shall have the exclusive right and authority to establish, modify, amend, revoke and enforce reasonable rules and regulations governing the use of the Roadway Easement Areas, to impose fines or other penalties to enforce said rules and regulations, and, at its option, to prevent use by the defaulting party of the Roadway Easement Areas while a default exists under the Roadway Easements. Ho such rules and regulations shall materially interfere with the normal operation of any theatre or retail complex on Parcels 3 and 4. d. The Roadway Easements shall not be modified, amended or terminated except by a written' instrument signed by the record owners of the Parcels and Adjacent Parcels. 04b4W 17 ARTICLE III. 3.1. Existino 5i4n Easement and incorooration Qf Sion KAMU81ent. Declarant and FIR have previously entered into and recorded a Declaration of Sign Easement ("Sign Easement") under King County Recording No. 8810271359 on a portion of Parcel 7 (the "Sign Easement Area"), legally described on the attached Exhibit E. Declarant has succeeded to all of FIR's right, title and interest in the Sign Easement and Sign Easement Area. The Sign Easement establishes a nonexclusive easement for signage, utilities, landscaping and related signage facilities, for the benefit of Declarant, and its authorized agents, successors and assigns, including any tenants on the Property to the extent said tenants have express lease rights to use the Sign Easement Area or any sign thereon. The Sign Easement is hereby re -declared, re-established, ratified and incorporated herein by reference into this Declaration, and all the rights, powers, and obligations of Declarant as set forth in said Sign Easement are hereby reconfirmed, except as expressly modified herein. 3.2. As used below, the term "Declarant" refers to the Declarant as defined in this Declaration, not as defined in the Sign Easement. Declarant hereby amends the Sign Easement as follows: a. The owners of Parcels 3 and 4 are hereby nrwnfl�a = nonexc)!lsive Finn a?Goment over thw Siqn Area to use the existing pylon sign on the Sign Easement Area; provided, however, that neither the owners of Parcel 3 and 4 nor their tenants shall have the right to change the shape or size of the existing pylon sign or to otherwise develop the Sign Easement Area without Declarant's consent. Declarant reserves the right to grant nonexclusive sign easement rights to the Sign Easement Area to any other Parcel owners or users; provided, however, that any sign easement rights granted to another Parcel owner shall not entitle him to connect signs to the existing pylon sign or to place signs on the Sign Easement Area in such a location so as to obstruct the visibility of or access to the existing pylon sign. All signs on the Sign Easement Area shall comply with applicable laws and ordinances. b. The owner of Parcel 4, except as otherwise provided below, shall have the sole obligation to pay the remaining capital costs arising from the lease/purchase of the existing pylon sign and to operate, maintain, replace and repair the improvements on the Sign Easement Area and to pay all personal.property taxes on the improvements thereon and to 0464W 18 v10 carry general liability insurance in the minimum amount of $3,000,000 and casualty insurance for the full replacement value of such improvements (which insurance shall name Declarant as an additional insured); the cost of such operation, repair, replacement, maintenance, taxes and insurance shall be borne equally by the owners of Parcel 3 and Parcel 4, respectively. Neither Declarant nor the Parcel 7 owner shall construct buildings, structures, signs, landscaping, or an elevated parking area which would materially obstruct the visibility of any sign located within the Sign Easement Area from vehicles traveling on South 320th Street. If any Parcel owner desires V4 to locate additional signs on poles or other structures on the v�l Sign Easement Area or install any additional poles or C1t structures thereon, it shall first obtain the consent of G Declarant; and such Parcel owner from and after installation of C its sign(s) on an existing pole or structure shall pay its pro C rata share for operation, repair, replacement and maintenance of said poles and structures, based upon the relative square feet of surface area which its sign bears to all other signs on (r) said poles or structures; and such Parcel owner shall pay all costs attributable to the installation of any poles or structures it installs and all costs of the attachment, operation and maintenance of all its signs located on any poles or structures owned or erected by another Parcel owner (or its tenant). C. Declarant and the Parcel 7 owner shall join wiCf, a::y pzity under the Sign nflf;6a61&L to iiiii Liie Oign Easement Area, in filing and prosecuting all applications, appeals and/or variances for the obtaining of sign permits, and shall provide access to such party to the Sign Easement Area to enable such party to maintain and service the same and to ensure the continued availability of power. Declarant and the Parcel 7 owner shall provide access to the Sign Easement Area i to any party entitled under the Sign Easement to use the Sign Easement Area. If the owners of Parcel 3 and 4 (or any of { their tenants who are permitted to use the Sign Easement Area) shall be deprived of any such sign on the Sign Easement Area as the result of a public taking, Parcel 7 owner shall make available a site (and power thereto) for a substitute sign on the Property strategically located so as to be visible to automobile traffic on South 320th Street and similar rights of i access with respect to the new site shall be created in favor of such property. I d. If the use of Parcel 3 changes to predominantly ! office and/or residential use, the sign easement granted in favor of said Parcel herein shall automatically terminate as to 0464W 19 94 W4 N W4 O V4 d Oi said Parcel; if the use of Parcel 4 changes to predominantly office and/or residential use, the sign easement granted in favor of said Parcel herein shall automatically terminate as to said Parcel; however, in either such event, Declarant shall thereupon succeed to the nonexclusive sign easement rights of Parcel 3 or Parcel 4, respectively, and Declarant shall continue to have the right to grant nonexclusive sign easement rights to any Parcel owner or users. Except as otherwise provided herein, the Sign Easement shall not be modified or terminated except by a written instrument signed by the record owners of Parcels 3 and 4, the Declarant, and the owner of Parcel 7. ARTICLE IV. RESTRICTIVE COVENANT'S 4.1. -s Parcel. Declarant hereby establishes a restrictive covenant over the western portion of Parcel 7, as depicted on the cross --hatchet/ area on Exhibit F attached hereto ("Restricted Area"), (a) prohibiting the construction within the Restricted Area of any permanent building or structure (except as depicted on Exhibit F) without the consent of the owners of Parcels 3 and 4, (b) prohibiting the development of a parking configuration on the Restricted Area that is not in basic accordance with the parking configuration within the Restricted +-fin na shown on EXUbit-E, and (a) prohibiting the creation of any permanent obstructions WiLhin Litt Xi&&tZlC eO ACG4 .=Z-Ft for those consistent with the established plan for the project as shown on FYhfbit F; provided, however, nothing Herein shall prevent Declarant or the owner of Parcel 7 (if consent thereto has been granted by Declarant) from (i) establishing additional parking areas, landscaping, pedestrian ways and other improvements, other than buildings, on the Restricted Area, so long as any permanent structures thereon do not significantly obstruct the view of the buildings on Parcels 3 and 4 from South 320th Avenue, or (ii) establishing a parking configuration and related improvements (for either underground or on grade parking) on the Restricted Area as generally shown on Exhibit F, so long as such improvements and configuration do not significantly obstruct the view of the buildings on Parcels 3 and 4 from South 320th Street. This restrictive covenant shall terminate automatically and without any further action at the earlier of (a) the date upon which Declarant and the owners of Parcels 3 and 4 record a written termination statement or (b) the date improvements are constructed on Parcel 4 that materially obstruct the existing view of the building on Parcel 3 from the Restricted Area, unless Parcel 4 continues to be used predominantly for retail uses. 0464W 20 ON 4.2. Declarant hereby establishes a restrictive covenant over all 4 Parcels (i) prohibiting any use, activity or structure which is for improper, immoral, unlawful or generally objectionable or offensive purposes (provided, however, films of a type generally shown in General Cinema Corporation theatres in the United States shall be deemed to be acceptable), or creates any nuisance or offensive noises in or about any Parcel, or any portion thereof, or commits waste or in any way increases the existing rates of or the effect of any fire or other insurance on any portion of any Parcel, and (ii) prohibiting any lease on any of the Parcels where both of the following apply: (a) the leased space is greater than 4,000 square feet and (b) such tenant's use in the leased space is predominantly the sale of outdoor recreational equipment (it being understood that C1 equipment does not include clothing); provided, however, such N restriction in this subparagraph (ii) shall not apply to the Q existing lease to Recreational Equipment, Inc. on Parcel 4, wq dated Septembzr 25, 19B7 or any renewal, extension or G replacement thereof, and shall automatically terminate without ' r4 any further action at the earlier of (a) the expiration or M earlier termination of said lease to Recreational Equipment, L) Inc., or any renewal, extension or replacement thereof, or (b) the date upon which Declarant and the owner of Parcel 4 record a written termination statement. 4,3, Restrictive covenant for jign-Bai inG br a an ZaLC . paclarant hereby establishes a restrictive covenant over Parcel 2 prohibiting the construction within Parcel 2 of any permanent builaing or stlucc-ure aru i;,d 5;;�;siu,�cibi modification of existing parking areas, landscaping, pedestrian ways and other improvements on Parcel 2 without the consent of the owners of Parcels 3, 4, 5, 6 and 8, except that all or a portion of a parking garage, combined with retail space on the southern portion of the first level of the parking garage, may be constructed on Parcel 2 without any such consent, s❑ long as the parking garage is constructed in substantial compliance with the parking garage design drawings dated March 14, 1988, prepared, respectively, by Thompson, Vaiboda & Associates, as architects, and KPFF Consulting Engineers, as structural engineers, identified under the following index numbers: P1, P2, P3, P4, P5, P6, P7, PBS L-1; C-5; C-5A; S1, S2, S3, S4■ 65, S6, S7, Sa, S9, S14, Sll, S12; A-1, A-2, A-3, A-4, and A-5. This restrictive covenant shall terminate automatically and without any, further action on January 1, 2050. Although not shown on the above described design drawings, it is understood that retail space is contemplated to be built along the entire southern portion of the first level of said parking facility. The owners of Parcels 5, 6 and/or 8, respectively, shall each have the right to construct all or a portion of the parking 0464W 21 o10 garage portion of said parking garage facility. The owner of parcel 2 shall have the exclusive right to construct the retail space portion of said parking garage facility, along with the associated parking required for such retail space. If the owner of Parcel 5, 6 and/or 8 constructs any part of the parking garage portion of said parking garage facility, the owner of Parcel 2 shall reasonably co-operate with such Parcel owner to provide any lease or other documentation necessary such that said owner of Parcel 5, 6 and/or 8 may take the depreciation deduction with respect to said improvements he has constructed on Parcel 2. ownership of the improvements shall remain vested with the owner of Parcel 2 or revert back to the owner of Parcel 2 upon the termination of any lease. It is understood that said parking garage facility may be constructed in stages, and that the party who constructs a portion thereof shall do so in a manner that will accommodate future expansion of such facility up to a total of five levels in compliance C with said design drawings. e� [l ARTICLE V. �j �FCIPROCAL EA5£M£HT� 5.1.ealent-in-v Declarant hereby grants and conveys to FIR, and its successors and assigns, for the benefit of the Adjacent Parcels, a nonexclusive easement over the parking and Common Area Easement for thR onrmitted uses set forth in SgCtion I.I. herein, subject to the Deciaranc's 04, :c '^,'-=r'bzQ• tlip permitted Parcel owner's) right to G) relocate, modify, reconfigure, release portions of, expand, terminate and change the uses within the Parking and Common Area Easement Area; (ii) establish, amend and enforce rules and regulations governing the use thereof; and (iii) grant additional nonexclusive rights thereto, develop the Property, establish a parking program, and take other actions with respect thereto, as set forth in Azk icle I above; provided. however, the owners of the Adjacent Parcels shall not have any obligation whatsoever to contribute to the Common Area Costs; provided. further, this easement granted in favor of the Adjacent Parcels shall automatically terminate if the Adjacent Parcels cease to be used for and improved with the existing restaurants and/or existing retail building, which building may be used for both retail sales and/or retail services (or replacements or renovations thereof which do not exceed the existing square footage of the floor area of the respective uses); provided, further, that the owners and tenants of the Adjacent Parcels shall have no right whatsoever to modify, reconfigure, change or terminate uses upon, relocate, expand or terminate the Parking and Common Area Easement Area, or to require Declarant or any Parcel owner to do so or to prohibit Declarant or any Parcel owner from doing so. This easement shall be for the 0464W 22 DR V4 CAt C7 w4 G q" 1 M on benefit of the owners of the Adjacent Parcels, and their tenants, customers, patrons, invitees, employees and agents. The consent of the owners of the Adjacent Parcels shall not be required with respect to any modification, amendment or termination. of AjLjr,�, III, JY or 1 hereof. The rights herein granted in favor of the Adjacent Parcels shall not be exercised s❑ as to have a material adverse affect on the rights of the Parcel owners with respect to the Parking and Common Area Easement Area. In addition, the rights herein granted in favor of the Adjacent Parcels are conditioned upon their not being used to satisfy any zoning or land use requirements applicable to the Adjacent Parcels or limit the use of the Parcels on account of applicable zoning or land use requirements, or diminish the land area of the Parcels applicable to the determination of meeting zoning or land use requirements, including, without limitation, setback requirements, lot area coverage, and parking requirements. 5.2. Egsement in v FIR hereby grants and conveys to Declarant and its successors and assigns, for the benefit of the Parcels, a nonexclusive easement over the parking areas, pedestrian ways, access drives and any common area portions of the Adjacent Parcels, for parking and pedestrian and vehicular ingress to and egress from the Adjacent Parcels and/or Parcels. The owners of the Adjacent Parcels (i) shall have the exclusive authority to establish reasonable rules and regulations pertaining to the use of said easement area, and (ii) shall be solely responsible for the -=t tf crsgration, maink, =eP, reaps r and replarvmenf �c improvements on said easement area. The owners of the Parcels shall have no obligation, whatsoever, to contribute to the cost of operating, maintaining, repairing or replacing the improvements on said easement area. The easement granted herein shall automatically terminate if the Project is developed in substantial deviation from the Master Plan, as shown on Exhibit G, without FIR's consent. This easement shall be for the benefit of the owners of the Parcels, and their tenants, customers, patrons, invitees, employees and agents. The owners of the Adjacent Parcels shall not make any change in the use of or improvements on any Adjacent Parcel that would materially impair any access or nonexclusive use areas on the Adjacent Parcels then being used by any of the Parcel owners. 5.3. Reciprocal Easements Areas. The easement areas covered by the easements granted in Sections 5.1. and 5,2. shall be collectively referred to herein as the "Reciprocal Easements Areas." 0464W 23 1 I ARTICLE VI. 9FILUJUL—IBOLLUM 6.1. lazes and InsanC.e• Each Parcel owner and each s Adjacent Parcel owner shall pay when due taxes and assessments pertaining to said parcel. Each Parcel owner and each Adjacent Parcel owner shall maintain, at its sole cost and expense, with respect to each Parcel or Adjacent Parcel it owns and the improvements thereon, the following insurance: (i) insurance providing replacement cost coverage against damage or lass by fire and other perils covered by an extended coverage endorsement, together with an all risk endorsement in an amount not less than the actual replacement cost of the improvements; (ii) comprehensive general liability insurance in an amount of at least $3,000,000, covering said parcel owner and Declarant �( against claims for bodily injury or death or property damage C occurring upon such parcel or any street, drive, sidewalk, r.} curb, parking lot, or passageway adjacent thereto; and C (iii) during the period of any alteration, construction, ri addition to, repair or replacement of any improvements on such : ?} parcel, a standard builder's risk policy with extended coverage CO for an amount at least equal to the actual cast of replacing the improvements thereon, and, if required, worker's compensation in statutory amounts; and during such period, said parcel owner shall require all contractors to comply with applicable contractor registration, bonding and workmen's compensation requirements of the state. All policies shall be issued by companies doing business in the State of Washington and approved by Declarant, small provide for at least thirty (30) days' prior written notice to Declarant of cancellation or material amendment, shall contain a waiver of subrogation endorsement, shall contain such j deductible amounts as are satisfactory to Declarant, and shall name Declarant as an additional insured. Said Parcel owner or ! Adjacent Parcel owner shall provide Declarant, upon request, with duplicate original copies of the required policies, original certificates of insurance containing information ! sufficient to allow Declarant to determine whether such policies comply with the requirements hereof, and satis€actcry evidence of the payment of the premiums on such policies. Declarant and each respective Parcel owner and Adjacent Parcel owner hereby waive any and all rights of recovery, claim, action or cause of action against the others, their agents, officers, or employees, for any loss or damage that may j occur to any improvements on the respective parcel or on the 3 Parking and Common Area Easement Area or Roadway Easement Area, or any part thereof, or any personal property of such party 0464W 24 0rod a therein, by reason of fire, the elements or any other cause which is insured against under the terms of the policies of casualty insurance then in effect which said parcel owner is required to provide hereunder, regardless of causes or origin - All casualty insurance obtained pursuant hereto shall contain, if reasonably obtainable, provisions whereby the insurer releases all rights of subrogation against both Declarant and the parcel owner and any and all lessees of the parcel owner whose insurance also includes a waiver of subrogation. The waiver of subrogation provided herein shall apply to the full extent, but only to the extent, that the same shall be valid and enforceable without impairment of insurance coverage or violation of public policy. HThe payment of taxes and assessments required to be paid by each Parcel owner and Adjacent Parcel owner herein and C insurance obligations herein required of each Parcel owner and 0 Adjacent Parcel owner may be passed on to the tenant(s) of the G respective parcel owner so long as the payments are made and ; ! the requirements hereof are met. If a parcel owner (or its tenant(s)) fails to pay the required taxes and assessments ❑rQD j to carry the required insurance, Declarant may, at its option, i pay such taxes and assessments or obtain such insurance ' coverage and the parcel owner shall be obligated to promptly reimburse the Declarant for the cost thereof plus a service charge therefor equal to fifteen percent (15%) of such payment plus interest thereon at eighteen percent (18%) per annum, or i the maximum rate permitted by applicable law, whichever is less. If a Parcel owner or Adjacent Parcel owner fails to pay the required taxes and assessments or to carry the required y insuva;L r' �:W LA itii iu;l,6 uatiarant for Lucl. cost ab pruv1'V-113 above, then Declarant may, at its option, prevent use of the Parking and Common Area Easement Area and/or Roadway Easement Area by such defaulting party while such default exists under this Declaration, or enforce such requirements by resorting to its remedies at law or in equity. 6.2. No Merger. This Declaration and the easements created herein shall not be extinguished in the event title to one or more of the Parcels and Parking and Common Area Easement Area, including any combination thereof, is vested in the same party or parties. 6.3, ation. Nothing contained in this Declaration shall be deemed to be a gift or dedication of any portion of the Parking and Common Area Easement Area, Roadway Easement Areas, Sign Easement Area, or Reciprocal Easements Areas to or for thg benefit of the general public or for any public purposes whatsoever. This Declaration shall be strictly limited to and for the purpose expressly stated herein. Declarant shall have the right to close part of the Parking and 0464W 25 we V4 N W4 0 W4 Q? 0 common Area Easement Area, Roadway Easement Areas, or Sign Easement Area for such minimum time with minimum inconvenience to users as, in the opinion of Declarant's counsel, is necessary to prevent a dedication or adverse or prescriptive use or possession thereof or accrual of any rights in any person. 6.4. This Declaration shall run with the land and shall be binding upon and inure to the benefit of the parties, their tenants, heirs, successors and assigns. in the event any portion of the Parking and Common Area Easement Area, as it is then established, is subdivided or ownership is otherwise segregated, then all obligations under this Declaration shall bind the owner of that portion of the Property then containing all or a portion of the Parking and Common Area Easement Area. 6.5. Convevances. All conveyances of all or any portion of the Property subsequent to the date hereof shall recite that they are subject and subordinate to the terms and provisions hereof. 6.6. Declarant. As used in this Declaration, any reference to "Declarant' shall mean Federal way Joint venture, or any corporation or other entity into or with which Federal Way Joint Venture may merge or consolidate, or to which it transfers all or substantially all of its assets, unless and until the majority of Parcel owners designate another Declarant. For purposes of this Declaration, the "majority of Parcel owners" means (i) the owner of all the Parcels if there to only one owner, (ii) both owners of Parcela if there are only two owners of Parcels, and (iii) a majority of ow"ers of Parcels if there are three or more owners of Parcels; provided, however, that an owner of more than one Parcel or multiple co -owners of one or more Parcels shall only have one vote for purposes of determining the majority of Parcel owners; provided, further, that if a Parcel owner's affiliate(s) also owns one or more Parcels, the Parcel owner and its affiliate(s) shall be deemed to be one owner for purposes of determining the majority of Parcel owners; and provided further that if at any time Declaxant should be one of two Parcel owners, Declarant shall not be entitled to vote on the issue of replacement of Declarant and designation of a new Declarant if, at the time of such vote, Declarant is in material default in the _performance of its obligations as Declarant under this Declaration. As used herein, an "affiliate" means an individual with an ownership interest in a Parcel owner, or an entity that owns a controlling interest in a Parcel owner, or an entity in which a Parcel owner owns a controlling interest. if the majority of Parcel owners designate a new Declarant, they shall give notice to all Parcel owners and to the Adjacent Parcel owners. 0464W 26 91, The majority of Parcel owners may, in their discretion, of elect to designate as a Declarant, pursuant to majority vote the Parcel owners as provided above, a Washington non-profit corporation which may be formed by the Parcel owners and whose members will consist of all Parcel owners as such ownership may change from time to time, with Parcel owners having the same voting rights within such corporation as they have pursuant to this Section in connection with designation of a Declarant. The articles and bylaws of such corporation may include such other reasonable provisions as the Parcel owners may deem appropriate, but such articles and bylaws shall not have the effect of amending this Declaration except to the extent that any such amendment is executed and recorded in accordance with 94 the provisions of tea -Dion G.16. hereof. 6.7. ffaSJeX_EJj . The Parcel owners and Adjacent Parcel owners understand and agree, for themselves and their G 0 successors and assigns. (i) that Declarant has created a master C plan of development for the Project, a map of which is attached hereto as Exhibit G and incorporated herein by reference (the "master Plan"). (ii) that they do not and will not object to development of the project in accordance with the Master Plan, and (iii) that they will not abject to development of the Project in accordance with the general framework of the Master plan so long as there is no substantial deviation from the Master Plan and the restrictions and conditions of this Declaration are met. Declarant shall not act in an arbitrary and capricious manner so as to unreasonbaly inhibit a timely ano. u4Liaclj 1:uK �£::w 7�wF'nn nF FFM1 rsawf nr t+. d. aR F.lth �_,i,, be reasonably modified by the Declarant. 6.C. Enforcement. If any legal or equitable action is brought by any of the parties hereto to enforce any part of this Declaration, then the prevailing party shall be entitled to reimbursement by the nonprevailing party(ies) for all costs and reasonable attorneys' fees incurred, including any costs and fees on appeal. 6.9. 11reikch. It is expressly agreed that no breach of this Declaration shall entitle Declarant, any owner of a portion of the Property, or beneficiary of this Declaration to cancel, rescind or otherwise terminate this Declaration, but this shall not affect or limit in any manner any other rights or remedies which such party may have hereunder, or under law or at equity including the right to an injunction, damages or specific performance, by reason of any breach of this Declaration. 0464W 27 zw� 6.10. Partial InvAIL d1ty. If any portion of this Declaration shall become illegal, null or void for any reason, or shall be held by any court to be so, the remaining portions hereof shall remain in full force and effect. 6.11. Cannons. The captions and section headings are inserted for convenience purposes only and shall not be used to expand or diminish the provisions hereof. 6.12.yrior_Recordgd Documents. Notwithstanding anything herein to the contrary, the Parcels and Parcel owners, the Adjacent Parcels and Adjacent Parcel owners and Federal way Joint Venture (so long as it is the Declarant) shall, to the extent they are already subject theretu, continue to be subject to the provisions of the following prior recorded documents: N a,. Parking Use Agreement between Declarant and FIR, recoriAd dfider King County' Red6rUng No. 8765141308; O b. Sideyard Easement and Restrictive Covenant d between Declarant and FIR, recorded under King County Recording No. 8709222086; C. Covenant of Declarant in favor of King County, recorded under King County Recording No. 8709301518; and d. Short Form of Memorandum of Lease between Declarant and General Cinema Corp. of Washington, recorded under King County Recording No. 8705291828. 6.13. nPelarant's Consent. Except as exprersiy otherwise in , where 0eclarant's consent or approval is required under this Declaration, Declarant may grant or withhold its consent or approval in its sole discretion; provided, however, Declarant shall act in good faith and in light of the best interests of the Project as a whole. Declarant shall keep written records of all consents and approvals granted hereunder, which records shall be available for inspection, upon request, by any Parcel owner or Adjacent Parcel owner. 6.19. Notices, All notices, waivers, elections, consents, approvals and demands required or permitted to be given hereunder shall be in writing and shall be personally delivered, sent by United States certified mail, return receipt requested, or sent by courier service to the addressee's last known mailing address. Any party hereto and any Parcel or Adjacent Parcel owner may, by proper notice to the other 04 64 W 28 14 10 V4 d L� parties, designate its address for the giving of notice. Any notice shall be effective when personally delivered, or if mailed as provided herein, on the earlier of actual receipt or three (3) days after the date deposited in the mail, or if sent by courier service, upon receipt. until Declarant designates a different address, or the majority of Parcel owners designate a new Declarant, Declarants address is: are: Federal Way Joint venture 2020 Abbott Road Anchorage, Alaska 99507 Until FIR designates a different address, its addresses And: FIR Associates c/o John C. Baxter 216 First Avenue South - Suite 210 Seattle, WA 98104 FIR Associates C/o R. Alex Polson 505 Madison Street - Suite 209 Seattle, WA 98104-1119 6.15. Parcels and Lgts. Any references in the Sign Easement, Roadway Easements, or in any prior recorded documents ;;;Z:ItIfied in 5Rr.kign ft.12. to a "Lot" or "Lots" are intended to refer to a Parcel 6:: 6.16, Amendment aod Tgrmination. This Declaration shall not be modified, amended nor terminated except by a recorded written instrument signed by the record owners of the Parcels, provided, however, that the written agreement of the owners of the Adjacent Parcels shall be required with respect to a modification, amendment or termination of 8tLig1gA_11 or v_ of this Declaration; provided, further, that any modification, construction, termination. relocation, release, change, reconfiguration, expansion or change or termination of use of the Parking and Common Area Easement Area in accordance with Ractian 1.2. hereof shall not constitute an amendment, modification or termination of this Declaration. Any amendment or modification of this Declaration shall not render this Declaration subordinate to any intervening lien or encumbrance and for such purpose it shall be deemed to relate back to the date of the recordation of this Declaration. 0464W 29 qi 6.17. Mortgagee Consent. Except for any automatic terminations as provided in , 9.1-, g_,2,, 13s, 5-j. and a.2., neither this Declaration, nor the Roadway Easements, nor the Sign Easement, nor any restrictive covenant created in Article I hereunder shall be modified, amended or terminated without the prior written consent of any mortgagee holding a lien against the Property or any portion thereof, if such consent is required in the underlying deed of trust or subordination agreement signed by the applicable Parcel owner{s). Any parking charge program on the Parking and Comnen Area Easement Area, as provided in Section 1.5., must first be approved by any mortgagee holding a lien against the Participating Parcels or any portion thereof. 6.18. Assignment for Security Purog,ses. Each Parcel owner or Adjacent Parcel owner shall have the right to assign C) or pledge its rights and interests under this Declaration for r4 security purposes, without the consent of any other Parcel C) owner, Adjacent Parcel owner, the Declarant or any other lien %H holder. This Declaration is and shall be superior to all such M liens and no Parcel owner or Adjacent Parcel owner shall have LO the right to subordinate its rights and interest under this Declaration to any lien holder. 0464W 30 pro V4 94 N Vq 94 94 M (Z) IN WITNESS WHEREOF, the parties have executed this Declaration on the date first above written. FEDERAL WAY JOINT VENTURE, a Washington general partnership By SOUTH 320TH FEDERAL WAY PARTNERSHIP, its managing venturer Daniel A. Casey Its Managing Par r FIR ASSOCIATES, a Washington general partnership By JOHN C. BAXTER LIMITED PARTNERSHIP, a limited - partnership By John C. Baxter, the Jl!general partner Y R. Alex vlson, a general partner LIST OF EXHID= : Exhibit A - Legal Description of Parcels Exhibit B - Map of Parcels Exhibit C - Legal Description of Adjacent Parcels Exhibit D - Roadway Easement Areas Exhibit E - Sign Easement Area Exhibit F - Map Showing Restricted Area Exhibit G - Map Showing Master Plan 0464W 31 e0 I I 1 i STATE OF WASHINGTON ) ) ss. j COUNTY OF KING On this fK day of + 1989, before me, a Notary Public in and for the State of Washington, personally appeared DANIEL A. CASEY, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who signed this instrument; on oath stated that he was authorized to execute the instrument as a general partner of SOUTH 320TH FEDERAL WAY PARTNERSHIP, the managing venturer of FEDERAL WAY JOINT VENTURE; and ecknowledged the said instrument to be his free and voluntary act and deed, as partner, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and 'Q official seal the day and year first above wrattQn {jj////„���JJ,, QD NOTAR PUBLI in and for the to of Washingto , residing a b My appointment expires STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this t day of I%A/&1989, before me, a I Notary Public in and for the State of Washington, personally appeared John C. Baxter, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who signed this instrument; on oath stated that he was authorized to execute the instrument as a general partner of JOHN C. 's BAXTER LIMITED PARTNERSHIP, a general partner of FIR ASSOCIATES, a Washington general partnership; and acknowledged the said instrument to be his free and voluntary act and deed, as partner, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written — NOTARY PUBLIC •in and or ta_55 of Washington, residing at es My appointment expir 0464W 32 Fj I STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this —1�aay of I� 1989, before me, a Notary Public in and for the State of Washington, personally appeared R. Alex Polson, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who signed this instrument; on oath stated that he was authorized to execute the instrument as a general partner of FIR ASSOCIATES, a Washington general partnership; and acknowledged the said instrument to be his free and voluntary act and deed, as partner, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and �O official seal the day and year first ab a written. C) NOTARY PUB L in and for the tat of Washingt residing at 1 My appointment expires 1 I 33 0464W I 1 14 194 q4 O d M IM I VIO kot Q�o��°t ov m7m1b2T A She Exhibit A Property Consists of 9 Parcels legally described as follovat r�xcrL 3 �r.P1 That portion of the Southeast quarter of tyke Southeast quarter of30cticn,9d•serihed ps1lNorth. :Range a Last, M.M., King County. beginning at the Southwest corner of ■aid subdivision: Thence N 01,2g'ts' L along the Malt Jlna thereof A diaten,• of 3i0.77 fret to the masterly saaiid masterly sorgsh in of 23rd Avenue South; Thence N 2a•40'29' I RIM of 1!.!9 feet to a point of carve: 7hrnra Northerly cont3nulnp Alan,) said masterly margin ■long a radius of "arc[tet through as Sept7el mnol•the left. iofc23'35'24'urve nr 0.0adistant• of 362.04 feet to the True Po1nt of Beginning of the harem described tract; Them. northerly continuing al oRg ••aa angler O! MI On. ■aid CYrYe to the irli dfatanct of 5.65 test; Shsnce N O0.55'29 m continuing ■long "id LastsrJr margin a distance Of 157.09 feet; Thence if em•0a•3!3' M CPr1LSnYing a;Ong said masterly margin ■ distance of iP.0o fast to a Point On the are of a esrvs. the can't! Of which baare 5 90104'31• ■; Then,■ Northerly and Ia62arlY continuing ;Jong said &!surly margin along eh* arc of a earva to the rSght, said curve having a dlstenc•tof 7s.29t! o% toast o the Southerly margin of mouth 217th Street: Thence ! 08•22.27• L Along said margin s diatsuca of 196. 6 feat, Thence s 03•29'16' M . distance of 244.04 fast: Thence R sa'24115• M a distance of 804.68 tree to the feu• Point of leQinnSne. C.d� f]0N •1y o 3/16137 3'6 S} C10F G � Page 1 of OI' FE107edby TA Val O i r i i i { c Oil����r AE a o��� 0 9'�Ov* p0600 c OPIA 4 pl 400 19Fpi . ?hot portion of thr Southwest quarter of the Southeast quarter of $0Gt30n 9. TO" ahlp 23 North, flange a Cast. M.M-. King County. Wash3h:ton. deser36ed an fol]ors: Be;3nning at the Southwest corner of Paid subdivision: i Thence N 03*29,10' R a]ang the vest lint thereof a distance of 560.77 fart to the Lasterly margin Of 7=rd avenus 30"h: Thence N 75'i0'29" L along ■aid Lsater37 *Orgill ■ diataner of Ss=henceeNorther3Nto 8 3cOnt3naingnt of salong said Lfsttr]y osrolh along urve ]90.Oicfret through aat a curve to¢elstra] ang]ethe left, 3o1F23'53h3e1na dS0,ell a! { 362.6E feet: Thence 5 50'24'13' IC d3Ptenc0 of 70a•■a feet: fl.77ry N 01'7P'1a" It a distance of 31.49 feet' Thrner 5 ■d'ii'35" E a d3etsnee or =+%t, !hence N 9 4Ldistance of _trod era1 feat to the True Point ln of Argn3ng Of the heroin ?hante 3 a9122'27" r a distance Of i57.50 fort; Thence N 03'29015' L a d]atsnce of 2311.50 feet to the South aergin of south 317th Street: of Thrrnce N 90'22'27' v along sold south margin a d3mtmncs 452.50 feet: to the the Thehee 3 02'29'29' M m distance of 239.60 fset point of Beginning- _ ntGJIt UP a Y i 4122/97 0 s t W page 2 of 9 DDHIBii l► (�� 2 V.j7iled by TA S - i • ���p 90�� �t nti�`� . • unw�f I AR_CL i j Thst portion of the Sovthwoat quarter of the aouthaaat quarter o! Section 9. Township 71 North, Range a Last, M.M.. Rlnp County. Washington. drscrlbad as follows: 6eCinntnp at the Southwlet corner o! said ■ubdivlaion: Thenet N Dl'7P'1a, L along the Welt line thereof ■ dletanco of J30.77 Lett to the Lastarly Margin of ISrd Avenue tauth: Cr Thence K 25,40,29, E along said Latterly margin a diatinte of 16.49 felt to a pfllnt of tyrvil i 'Thence Northerly continuln_g •long said 2Meeerly aarpla along Of 790•0i rfOf ec; s;►y ryiti M central sn910 ?j Ssaid J'Lhna41nr a7S aradrA` *.! 14 167•ee fret: Thence 5 66.76'16' > • dlrerne6 of I0s•9a feet; Thencr N D7'3976 L a distartco of 31.a9 fate -to the True O point of $rglnning of the hersin desrrlbet! tract: O Thence continuing M 01'29'i6` R a diatanca of I12.53 fart to the fouth aarpin Of South 717" =treat; 94 Thence S 69.22'27' It along acid South Margin a distance of 267.D0 feet: Thence S O1'29.39' W a 0latsnra of 232.43 last; OD Thence N 06'2+':6' W a distance of 263.00 fast to tba true point of nepinning. rry o ILIA i i 1 0 HughmmV 3/16/97 � ii.145SOCId1C5 r page l of 9 Exhibit x Elled by TA I • B�r'a �p� ncco��,t+9 pQ�4psae a�y�AH xaeft. . x!v S a I'll"east orlon 9 7o+/h■hiP SiwMorth.YANDart 0 + Yas%or of f ft.thltlnp County, Washington, deacribtd ON fo2lowa: or at the Southwest ebrniie,% 7Jne thereof a°distance 'lnrnct N 41"29'16" x along the CC 540.77 lee% to the tastrrI sasaid L■■terly tarvIn atdlatanco Thence R 15140129' x l]on9 ih ■1Dn9 of 11.99 feet eo a point of curve; said Loaterly tarp Thence Northerly sontinuihtiof the arc Of a Curt+ tP the left• ai3d CVtY! h■Ying ■ radius a 39fl.tia feet through • Gentrsl an91e o1 23'55'1l' a dlatanee °! 162.84 feet: Aistence of 304.9s ffet.ta the true An ii. rr �= pointTOt Sevrw In03n29Q31'hL ■it edfataneetof9e11ta1Cfeet; I Thence S ss'2a'35` it d3stonc■ of 2a5•DO feet: Thence N D7'29'3a" C ■ distance of 33.92 trot: 'Thence S St'2I'27' L • d3otant:e of + G! 61.sSloot: .01 'Chance S O3"29'36 11 ■ dlatar7Cfast: Thence S IZ'►9'sS" M ■ distance of e20.7D foot: Thence N 13.2a'is" ■ A3staneo a! l33.d1 lore to ehr La■t line of the Moat 30.00 fee t of the last harteralf C%be West half oaf o! :cation Is said Southwest quarter of the 50110 act qu Thence It 0"33,to' i along said Lois Iles a dl■tancs of L3.115 feet; W ■ distsnse o! 0.63 foot; e' Thence I< $0'23S' Thence It 01.22,18, L • dist■°Co of 153.00 lost to' the e mint of !■sinning. 0 �• 0 ►e�nta��� l 0 Goal, l�tii tltit� 4/22127 pgI1IT S Page 4 of 9 qC. Filed b 4A l O OD goo, P`0 �av�c� c e 6 r.ARCi:.,_ S Thst poreSen a! the South ease —halt of the Southwsst Quarter of Section 9, township 21 )forth. Range 4 Lest, M,M., U. Coun[y, r Washington, deseribad ■a fallbwsr ByQ3aninF at the Southwest earner of said subdlrle m Thence 9 01129'14' L along the Weat line thereof s dlat"Ce of 340.77 tort to the tastarly Bergin of 23rd Arenue South: Thence B 25140'29' L along sold 9e9ter3y aargln a dletance of 19.99 fret to ■ point of curve: Thence Northerly continuing along laid Cooterlr aargln along the arc: a curve to the left. amid curve hsvlog a radl0e of j boo.v4 feet through a central angle of Z7'WI&- a distance of 1 152.84 feet: hence S 16,74,35, F a distance of 204.Fa %set' ' Thence S 69•34'13' C ■ distance of 253.00 foot: Thence X 0$129'14' M a distance of 33.01 feet: Thence 9 P4'27123' !.a distance of 452,50 tart; pointTofnlaglnning of the herelntdemcrlbtd %tacof t=art to the True Thence continuing M 03,29,18' 9 a distance at 290.93 tact to the South aargln of South 317th Street: Thence 2 80'22'27' t along sold South margin a distance of 43.95 tort to a point of Corve: =hanc4 Sssterly and lrortherly along Faid south "29in mrdl VD the r7 ft. sold eorwelp of t hsving a Sradus lofg 27v 00 tt t throe at a ugh a csntral anglt of 02,24,49, ■ dlotanee of 226.25 toot to mn inter^ lt of the Nor* ialRlof the hporththe Fhalf atorth nthe sou%heael Quarter atof the south 105.0a esold M111s60 Quarter of Sertlon 9: Thence a F2122'27_ !, along sold Forth line s distance Id 03.02 feet to the bleat margin of primary state Mighway gab. i [Intmrst%%R 31 as now established: 4/22/21 Page sot P WM(?�0�� lasr A � Filed by TA 0� I u c Shmner i 36`37'70' k along mesa xret marpia a dl■twwo or V..*4uafeel to the M. rter of the Souihrmei quarter get Ilm, of thex4! irCLlPr+m Of mild f■utr!- &Ionq awld krstTherlew is Par pin a distance Of 19.01lr■t a-e an3 roptSnPlnp Shmnc■ 5 23'06'15` x Gontinuinp along ■aid Heat mrpin a dlmtaner a! 66.2m list: Them H 00,24*15' x ■ dl+toner of 766.95 lent to The Srar PP1nt of beglr+ninp. �L JZIP I • {s%! ltndti !!! i 4122/87 Page 6 0! 9 f Fired by TA I I C z APB"•''1S s That Portion o! the Southwest qusrter of the 5013ea thet County Nearingtch,pdescri3 bra aslollows:�npe s Cast. N.M.. Zing aeQ3nn1no mt the Sonthwest Corner of ■aid subdivision: Of $3ThenclsrsDto the Lsst :3y *■rQin of 23rd ivrnueof a So th:stance Thenc► 8 23"4o'29• R along said festerly margin s d3mtance of I@.Do feet to ■ paint of curve: Thrace Northtrly contJnuing sloop scold Easterly asTOM 63009 The are a! s cssrvr to the left. maid Curve having ■ rmd3us of 390.04 feet through a central angle o! 21.37'3s" a distant* of W 44 liprt, ti R Alstence of 70s.1a teat: Thence 6 $W, I I."S.' 1,4a Thrnce S 01'29'10" E a 63stanca ! Thence S 5e124'l3' t m 61018nce Of 255.00 fart: Thence N WWII E a distance of 13.91 trot; Thence S ba'22127' E a 6301once of 432.56 feet: Thrncr S G3•W I@. N a distance of 53.02 feet: Thence S 62"e9'0' N s distance of 127.42 feet to the True Pelnt of aegluning of the herein draerlbmd tract: Thrher i 49'76'S6' 9 ■ distance of 256.77 fart to The Waft ow margin of PrJmsry State highway No. 1 ;Intarmtat■ a1 establlahed: thence S 52'49'as• W along amid most targin in distance of 3e9.00 feet: Thence Jr 37•10-23' N m distance of 713.00 lest: Thence it 52,49'65' 9 a distance of 232.32 last to the True Point of 3leg1nning• C Jpy� f+r � rpsnsc°���` 4122/e7 Meg! �Kt a Page 7 of 9 =0102T Hu hG > i FTi —Je by TA fl'" t !"} That Portion or the V. Renpr Last Southrrrt 4urrrrr of th■ tot>thc■a[ yu.axtit r of Section oMos 9, To.mahip 11 Nora . N.M.. 7:STQ County, vashlnpxon. drRcr3Cea ra tof3 i r yepinnfng at the SoutR++Ra[ CcrneY of ■eI'S aubdlvi■ on: Thence Si OS'29'ld" L a7on +. flSrs ❑f 23rd Awnu+nSoutdSat#ncr v Of 560.77 fret to the L■aterlY Thrnce N 25'a0'2Sni of#cutgrwill facenrly ■ar93r� rein R1Onp Of 11.90 fort to a P continuing 00"a ■cSd iact+r3Y a raAluc of Thrnce seorshrrly dirIsnc+ of �] r the arc of a curve :° t:entra3he f#nQlelorr23'751W a 390.04 fret throuq 162.84 fret' ■ dSatance Of 304.95 fret' Thence S 65'".35` 1of 25300 fret: Thrncr 5 O1'2936' N ■ dloxanrr ] '35' L ■ dr:t-7;- rr �.i65 Jf feet to the is"' Thence l■'4a Thrnce S 01'}3.20' �+ • dlrtrhte 6r Of the hrrrSn dracritiis trocdistance 23 fret to i POSnt of Erp3nnlnp 5 O1'33'20" N a dlcxahce of 7y9. Thrnce continuing i■ point on the Sou[ cf the line Sf "olthwsat ucodrner thereof; #tanL there i 355.of feet 1011"3y along ■.Sd south SSnr ■ dlatsnca of ! Thence s la'2r'35- L Point on Sel.om feet: 3 Thenc■ M 01'3S'a5. L ■ di Ltr[r s qh +y Jrof 1t SIntoraxatR dl the NeatrrlY morph or PfloarY a■ nO7h�ncebltS 03 33'r5" ! along ■aid Slraterly arroSn • dSs[anc■ Of 3S.11 teat; cter2y aarpin ■ Thrnce 0 52•e9'+5� L continuing along said H■ I dlotRnce of 243.13 feet.; ■ dlrtRnro or 713.00 farts - Shins■ N 33'30.35` 105.96 feat: the True Thane@ $ 52'e0'e5' 31 a distant■ of o! 333.66 fret [O t Thence N ie12PI5' N a distance ! }Dint of geqlnn3n91 >;XC"T the Scath g0.00 fart thrroot7 'rOdLTrif ll "17M that port y tad >>yOi recorded street. nndr v■cc under KSno CDurnt atlon. attached EY oper- :,Io dSnQ No -law. TfD3150795. art Z n ■t3on o! Sa+e. (t(' }V, i Jlltls7 ~ ��.1 . t4rttsto page ! of i p Red by TA 94 9'4 eq s- L I I i p�w�z _ e I e*�;D1 That portJon of the Southwest quarter of the southeast r quarter of Section 9. Township 21 North. Range 6 Last, R.N., King County, Washington. described so follows: Beginning at the Southwest cornier of said svbdivisisn: Thence N 01129.IP' t along the West ]one thereof a dictaner of 540.77 feet to the rasterly margin of 2.1rd Avenue South; e Thence N 25'60'79' 9 ■leng sold Lasterly A&I'Vn s dlstanc► of la.99 topic to a point of curve: Thence Northerly con:Jnuing along said lastrrly saroin along -'--Vc- 9[. cto l.ii. s,1e curve , '.. at 39D.04 fret through a central angle of 12,55,34, ■ distance of 162.66 feet: Thence S 66.26115' 1 a distance of 506.98 facts ' Thence N 01129'711' L ■ distance of 21.69 fast; Thence S 86.26115: r a dJatence of 265.DD fast: Thence N 01'29'76t a distance of 17.91 fast: Thence 5 Bs'22'21' f a distance of 652.6o feet to the True Point of Beginning of the herein described tract; Thence ei el'29'1a- i ■ distance of 27.65 feet; Thence S 69•26'17' t ■ distance of 266.95 feet to the Went margin of Primary State Nighwsy No. 1 (interstate 6) 00 Dow eo tablJshed: Thence s 21'06'15' N along said Nast margin a distance of 125.01 feet; Thence S 76'12'30' N t:ontlnulnp along maid Rost margin ■ distance of 162.28 feet: Thence N 69'76'66' Us distance of 256.77 feet; Thence N 52'69'45' C a distance of ,122.62 feet; Thence N 03129110' 2 a dlstence of 91.02 fast to the Tree -Point of Beginning. l t G JO i Q+"a�►�r 0 tx r�Jt �n7ti� 6/22/67 o HUgMOCk Page 9 of 9 ZMXHIBIT �� d, FFIled b T perl Y. A ' RECORDERS NOTES: _\ Ponlons of this Document are i of poor quality for filming s All W ; Z ■ • ��•. is " is 3 C`Icn ! tz 's i• 14 EI + rrr r�•''1 r + io 1' ��� �' s •ter Vp 1 � ■ � a N �+ ii� L +use. F•r;T r =0 F } }_ tom• sir.! ��� ' N r N� _ o (lEvISO EXHIBIT_. • �_ 1 � � # pDt�g N �mBn� sse ! pca��p0t�qIS a4t1 at S11m1t+9 } c EXHIBIT C 2 The Exhibit CSOan d 2)rtY cODsitts Of legally described (numbered 9 as f of lows : pAP^rL q 0=ent Pier 1 Leasehold That portion thereof lying within the South 463.27 of the Mast half of the West half of the Southwest quarter of the Southeast quarter of said Section 9, lying Northerly of South 3I0tb Street and lying Easterly of the followi0a described lists: coraencing at the Southwest Corner of said Southeast quarter of section 9; thence South 10.24'17• East. along the South line of ■aid Southeast quarter, ■ distonGe at 19D.00 feat to the Trae paint at aeginning of this line: thence North 01.29116• Last. psrallel with the hest linr of raid Southeast quarter. a distance of 463,17 feet to the North line of the South e63.27 feet of said subdivision she the Terrinus of said line: EXCEPT THAT PORTION if anY• described in instrument dated, j,:.;.t'la..^.-.: ,l. 277.E Si•.•. 'IJ.$4J'��A C: �i'f UYtuCl1�L!�i !1:. i''�w'S:':,y31'f: TOGETHER WITH the Rest 30.0E feet of the South e63.17 felt of the East Half of the Rest Half of the southwest quarter of the southeast quarter of said section 9; l7ICEPT that portion thereof for south 320th Street; Pogo 1 of 3 S4DIC - [LEffedby TA �� EXHIBIT C -c A p n1�Cct in [Current Bieck Angus Leasehold) That portion thereof lying within the Southwest giusrtat of the southeast quarter of said Section D. more particularly I1 described es follows: Casmeneing at the Southwest corner of ■Bid Sauthosat SauthessttquarteroIM0Rtootato the Borth IsmInhence Nrth 120*2' test along Vast iIN of said South 320th Street and the True point of Leginning: thence continuing north 1.29'1b' Lsat 294.40 feet: thence North fV20'IS' West Pe9013a1 with the South Ills of the Southwtst quarter 69.52 feet mare or less. to the Lest margin of F.R. Line right of ray. as shown an State Highway map thereof. state Saute S. Pierce County line to aunetion Secondary State Highway tic. S-A. Xing County. shoat 6 of 20: thence North W30'32' test ■long said margin 170.31 fart to intersection with sold Kest line of said Southeast quarter of section 9; tbencr South 1.29.19' rest along sold West line of ■aid 6nuthesst qusttsr. 7i.7S feet to the north alas of the South 463.21 feet at.BRid Sautb►R■" ;x:�'.!:7 thence Sogtn ss•ae'ls` i:sst along acid Harth line } 190.00 feet - thence south 1.29'16' meet parellal with said vest line of said southeast quartsf. 373.17 feet to Raid Worth margin of South 320th Street: thence North 66.21.13• Mast along Morth mezpls 19D.OD fee[ to the point of asgi"ing: ttt TOGETHER WITH that portion of vacated loath 320th street adjoining said premises as vacated under XinD County ordinance go. 36D9: page 2 of 3 9201131T�. C S4DIG Elled 6y TA Q C PARCEL 11 [Cvrrantly Gatcia's S,easabold7 Th at uthwest Quarter 'Of 'the Southeastion thereof quartar of Section 99, moreparticularly d scribed as follows: Comencing at the Southwest cornet of maid Southesst quarter; then[! NottA O1'29.10' Last 54O.7s feet along the hart line of soil Southeast quarter to a point on the rartrrl> margin Of F.R. line right-cf.way is shown on State Highway atop i thereof, SR 56hpet 9 o[o70tir+dito the-TRtM PDriSTpOr�A King county. thenceSHO; thencc HOtth 25.40.29• East 15.9a feet along neid Easterly fi7rgin; thence Horthesstzrly on a curve to the left having B radius of 140.04 feet throvgh ■ central angle of 27'55'14' and alor.g an BIC Length of 262.54 feet along Bald rsaterly MsrCin to a point on the North line of the 6outb 716.17 feet of aaid Southeast quarter; thence South ed'24'15 East 304.96 feet parallel with the n+;�h line Of laid southelsst quarter to a point on the rArt line of the teathautheeec Iwith neid tvr: then e South, feet Westclint to alpointlonHthe NorthOlint ofathe Louth 463.17 stet of said Southwest quartet: thrnce North 11,24,15, West 347.00 fist parallel with amid South line to a point on said Weat line; thence ito-.th 01.29,10, Last 77.61 fact along sold wait line to the P03NT OF MrC1?;19MG. Sub$ect to and together with a reciprocal eon-tzClusi+s fifty foot wide rlaeaent too ingreaa, and egress and for installation and maint*nante of utilltiea ■nd which is irrpcovad with a pared ■cots■ road connecting with 23sd Avenue Louth at engineers station TR 25.13 and with a 12 inch uattr line on an Bs -built rlionment and defined on that certain ■ngiOsering drawiup dated entitled 'Accagc Thls ■Bsemtrtt isboneflrlalwhir&' it runs runs througheand uatross ofeScottsdaleuieaaehold.Black Angg 1- dand µiBwanburdening aasa=otdwhere Sits crosses the property beraln deacribaE. Page 3 of f 5401C V---- Filed by TA WOURIT C 11 S @ •a QQ.`�: Soi[ h 14►t. iai,r.n easement for ^ C1gn�ew�• A 50 foot wid {LSD a 4' ingress, egress. Ur:lit:es and drainace which Q.•ao= is 25 feet an each site of the :O11o:+i r•.c e:=-r; , 4aAc��r centerline: CO—en-ing at the Souzh;4es- Co:-er of Southeast Quarter of sec:icn n ::n:-=�- i4 North, Range 4 Eas tt. 1 `- . Washington. V4 Thence North 01.29.18" Bast 540._,8 feet along the West line Of said Sout`_as_ Quarter to a point on the=astcrI-. :. mma-_ O F.R. Lire P.ight_of-yap as =. - . c: .:n an _tale hic y` �{ :aay aaa theceO. =-ce CYur.- Line „urct $5 GO ' Sheet a aF 20..hunco Soy• t2nz C r S4-43 feet along y3`_ �- -'� --` Case _ _ .-of-a.a; to _.._ point o� becir -h do t 66125'12' ?asz 27.1-- =ee- �_ e:•-3 Soctheas:erly or a cc _o - 1.2 - s'a�:a of an•:.25=�a:-`�-- c= -" angle of 21'5£ __- _ -_ 3 C=:-_.._ '03` _ at: aon..an arc Of TS.s'i feet to a - - -- '. _ca: of the Souch 465.0S _ea. 0- Quarter. Thence Z-ct•t:: •� Ees_ parallel ,i-h the So-= _ L .•..__ SOuthease Qua:-._ to a in._ an r line of the Vest 347.O0- ___ :_e_" - Snu..*.eest Qua_tar, said -a_ - he'_na `: ter:sinus. - a :) - 1 :3: i W4 q4 N O O Q� I I 8 April 1988 LEGAL DESCRIPTION FOR FEDERAL WAY JOINT VENTURE 25th Avenue Eplamenl f2nd RevlSlgnj For Ingress. Earess Vminane and Utilities That portion of the West hall of the Southwest quarter of the Southeast quarter of Section 9, Townshlp 21 North, Range 4 East. W.M., King County, Washington, described as follows: BEGINNING at the Southwest comer of said subdivision; Thence S 88'24'15" E along the South line thereof a distance of 355.01 feet to the East line of the West 30.00 feet of the East half of said subdivision; Thence N 01'3320" E along said East tine a distance of 66.89 feet Io a OnT on the North margin of S. 3201h St. as established by King County Vacation Ordinance No. 36DS recorded under Recording No. 7803150795 and the True Point of Beginning al the herein described easement; Thence S 89*0018' E along said margin a distance of 296.14 feet; Thence N 01'35'45" E continuing along said margin a distance of 20.DD feet•, Thence N 89'00'18- W a distance of 216.16 feet: Thence N 01'33'20" E a distance of 15.00 feet: Thence N 89'00'18" W a distance of 23.50 feet to the East Hns of the West 86.50 feel of said East hall of the West t:!'! zi Vie Scr i:voc.li qua:ier u; iiie past quarter of Thence N 01.33'20" E along said East line a distance of 158.57 feet to a point on the arc of a curve the center of which bears S 70'3331" E. Thence Southerly along the arc of a curve to the left, said curve having a radius of 103SO feet through a central angin of 17153'09" a dislance of 32.31 feet; Thence N 01'33'20- E a distance of 261.81 legit to the North line of the South 4911.06 feel of said subdivision; Thence N 88'24'15" W along said North line a distance of 60.08 feet; Thence S 01'29'18" W a distance of 50.00 feel; Thence N 88'24'15" W a distance of 37.97 feel to the West line of the East 16,60 feet of the West hall of said West halt of the Southwest quarter of the Southeast quarter of Section 9; Thence S 01.33'20" W along said West line a distance of 52.91 feel; Thence S 88'26'40" E a distance of 11.50 feet; Thence S 01'33'20" W a distance of 148.00 feet; Thence N 88'264D" W a distance of 11.50 feel; Thence S 01'33'20" W a di5iance of 124.D0 feet to a point of curve: Thence Southerly and Westerly along the are of a curve to the light, said curve having a radius of 25.00 feet through a central angle of 90'00'00" a distance of 39.27 feet; Thence S 01'33'20" W a distance of 25.00 feet to said North margin of S. 320th SL; Thence S 89'00'18" E along said North ma in a distance of 71.50 feet 10 the TWO Point of Beginning. al G.lfl.-n- IR"531-A16L REVIS0 EXHIBIT ° - 2 of 4 ° HughgGpldlsr & elssacOf l; • t F 1 i 15 October 1987 LEGAL DESCRIPTION FOR QUADRANT CAPITAL JOINT -VENTURE . N N W4 ni V Eawmem for Ingress. Egret O DraLnege and Uuhkm IRevisodl C That portion of the Southwest quarter of the Southeast quarter of Section 9, Township 21 North, Range 4 East W.M., King County, washington described as follows: Beginning at the SouhwMt corner of said subOn'�.ton; Thence S 88'24'15" E along the South line thereof a distance of 355.01 feet to the East line of the West 30.00 feet of the East half of the West hall of said subdfvislon; Thence N 01*33*20' E along said East line a distanca Of 66.B9 feel a point on the l Norm margin of S. 3201h Street as established by King County Vacation ordinance No. 3609 recorded under Retarding No. 7803150795; j thence 5 89 00'18" E along sad margin a distance of 296.14 feet; Thence N 01'354V E continuing along sale argo, a uiMn�tcL ^' 9Pn0 feel i Thence N 89'00'18' •W a distance of 216.16 feet; j Thence N 01'3320" E a distance of 15.00 feet; Thence N 89*W18" W a distance of 28.5o feet to the East line of the West 81.50 feet of said East half of the West (tall of the Southwest quarter of the Southeast l quarter of Section 9; Thence N 01'3320" E along said East line a distance of 126.83 leet to the True I Point of Beginning of the herein described easement: Thence N 01133'20" E continuing along said East line a distance a! t76.07 leer ! Thence S 88'24'15" E a distance of 211.83 feet to a Point of curve; Thence Easterly along the arc of a curare to the left sald curve having a radius of 174.W feet through a central angia 38'46T10' a distance of 117.73 legit: i Thence N 52'49'45" E a distance o! 335.13 feel 10 a point of curve; Thence Northeasterly along the ere of a curve to the teh, said curve having a radius of 174.00 feet through a central angle of 33'50'47" a distance of 102.79 feet i to a po`nt of compound curve; { Thence Nonheriy along the arc of a curve to the left, said curve having a radius I of 574.p0 feet through a cerival angle of 14'30'43" a distance of 145.38 teo: _. Thenco N BB'30'42" YV a distance of 29.22 feet; Thence N 01'2718" E a distance of 80.00 feet to the South margin of S. 3171h Street: Thence S BW22'2r E along said South margin a distance of 63.13 feet to a point of curve; 1 tkn6t31 EMT.LCL V ton D — 3 of 4 1?El,'ISO EXHIBIT 0IlughG.G01dSfrlitl V & r15SOciaieS. it1c 74 r4 V4 V4 V4 OD 01 0 Thence Eaatedy contlnu[ng along cold South rnargla along the are of 0 curve to the left. said curve having a radlus of 230.00 feet lWough a central angle of 15139'40" a distance of 62.87 feet; Thence S 01'29'18" W a distance of 80.73 feel; Thence N 88'30'42" W a distance of 30.63 feet to a point on the arc of a curve the center of which bears N W30'23" W; Thence Sooherly along the arc of a curve to th❑ right said curve having a radius of 639.00 feet through a central angle of 15'2921- a distance of 172-75 feet to a point of comPOWud curve: Thence SoLdhariy WExV the are of a cuuvo to the right, said curve having A radius of 239.00 feet through a cenlrat angia pl 33'5d47" a distance of 14t.18 feel; Thence S 52'49'45- W a distance of 335.13 feet to a point of curve; Thence westerly along the arc of a curve to the righl. said curve havlrg a radius of 239M Sm through a central angle of 35"89'3r a distance of 146.66 feel; Thence S 87'59'21" W a distance of 130.01 feel to a Point Of curve; Thenco Westerly and Southerly along the are of a curve to the tell. said curve having a radius ❑I 103.50 feet through a central angle of 8ti'26'01" a distance of 151114 feet to the True Pant of Beginning. 1 H:ea121EMT.LGL Page 202 2 .7 LEGAL DESCRIPTION F-C= FEDERAL WAY JOMT VENTURE C' King C,:L:n s cc:.-.E!f C., ':a S !e-m 'o :n Eor!.!�.ling of *,.:e MMW.3 :j Thence 5 3':: E Z I it• 4� V i :N0r11k .-� 8910101211 lM• . - � 11 1 !!r � r! r rr r! ti ►! rr it � rr rr ,rrr' !r + p ! 1 r 1 r 11 1► Ma>tinm Surace Parkhs &Iikiiut CONCEPTUAL SITE PLAN GATEWAY CENTER at federal way _ federal Way IX, VenpFe Till CeRaQI �#QIRiHp EDAW r,c, "Mr. t tua ED Abott 1221 2" " Ave Suite 300 Seattle WA 98101 SUBJECT: 07-I0527100-CN; Hampton Inn 31626 28"` Avenue South, Federal Way, WA Concurrency Decision December 191h, 2007 Attached for your review is the Transportation Concurrency Analysis for the subject project, consisting of 143 rooms Hotel. Based on this analysis, Traffic Division staff has made the following determinations: 1. Either construct the impacted Transportation Improvement Plan project list below Prpject Mag f,ocatinn Tatal'Pro- Ileserip#ion iD ID :Rain Design Study, Environmental analysis to 150 la City Center Access Phase 2 improve access to City Center $ 16,203 Add 2nd SB left -turn lane, 3rd SB right- 150 lb City Center Access Phase 3 turn lane $ 14,091 _ Widen S 320th St bridge over I-5, realign 150 Ic City Center Access Phase 4 loo ramp and NB off -ramp $ 95,463 Add HOV lanes, 2nd SB left -turn lane @ ,, N 288th, install raised median, signal @ SR t. iY i SR 99 HOV banes Phase 3: S 284th 509 @ Redondo Wy S with interconnect to 141 2 St- SR 509 1 Ith PI S Add HOV lanes 2nd NB left -turn lane on r SR 99, install raised median, underground`s 138 3 S 348th St: 9th Ave S - SR 99 utilities Add 2nd NB, WB left -turn lanes, WB right -turn lanes, widen ist Ave -S to 5 lanes , 131 4 S 320th St @ I st Ave S to S 316th St. 102 5 SR 99 @ S 356th St Add WB thru lane, EB, NB left-tum lanes $ 1,778 Add HOV lanes, install raised median, 143 6 S 320th St: 8th Ave S - SR 99 under ound utilities, illumination Add WB, SB right -turn lanes, 2nd EB, WB 135 7 S 348th St @ Ist Ave S left -turn lanes $ 1.218 Install raised median, improve'access at 148 9 Ist Ave S @ S 328th St 328th $1,448 139 10 S 320th St @ 20th Ave S, Add 2nd left -turn lanes EB, WB $ 30,278 Add 2nd left -turn lanes all approaches, WB 170 11 21stAve SW @ SW 336th St right -turn lane $ 4.977 SR 99 HOV Lanes Phase 4: SR 509 _ _ wa.f 159 12 - S 312th St Add HOV lanes, install raised median •S 171 13 SR 99 @ S 312th St Add 2nd NB left-tum lane $18,572 142 14 SW 312th St @ SR 509 _ Add EB, WB left -turn lanes $ 1,776 Widen to 5 lanes, bike lanes, sidewalks, z 157 15 S 356th St: SR 99 - SR 161 illumination 154 16 S 304th St @ 28th Ave S Add NB right -turn lane, signal $ 15,213 Extend 3 lane principal collector and signal 151 17 S 352nd St: SR 99 - SR 161 at SR-99 Interconnect to 26th Ave SW with the 152 18 SW 320th St @ 21st Ave SW addition of a 2nd WB left -turn lane $ 5,186 131 19 S 320th St: 1st Ave S - 8th Ave S Add HOV lanes, install raised median Military Rd S: S Star Lake Rd - S I66 20 288th St Widen to 5 lanes, sidewalks, street li hts ax :'• 161 22 S 312th St @ 28th Ave S Add SB right -turn lane $ 8,331 SW 336th Wy / SW 340th St: 26th 168 1 23 PI SW - Hoyt Rd Widen to 5 lanes $ 12,919 Total $365,124 Or pay pro rata share mitigation towards this project in the amount of $365,124. You have 14 calendar days from the date of this letter to inform us which of the following Options you will pursue in response. If you fail to respond to this letter within 14 days of the date of this letter, your project will not be approved. Please indicate with a checkmark in the appropriate box of your decision, sign, and date this letter in the space below, and return a copy to us. If you are providing additional information under Options B or C below, these submittals are also due within 14 calendar days from the date of this letter. Once we have reached agreement on the subject project, we will issue a Capacity Reserve Certificate, allowing your project to proceed with other applicable permit processes. If you have any questions or need additional information, please feel free to contact me at 253-835-2745 or soma.clzattopadhyav cr cityoffederalway.cotn. Sincerely, S omA_—— Soma Chattopadhyay Traffic/Transportation Engineer OPTIONS: ❑ A. I accept the staff determination for mitigating the transportation impacts of the subject project. ❑ B. I am reducing the trip generation of the subject project by any combination of revised land uses and travel demand management measures. Attached is the revised project description. X C. I am submitting an analysis rebutting the staff analysis and/or provide alternative mitigation measures. Attached is the analysis supporting my proposal. ❑ D. I will appeal the underlying development permit decision. (3 to r) Applicant Date i Hospitality Kennedy & Mohn, P.S. Investment Hotel Brokerage, Consulting, c& Appraisals AdA.vors iirww.Hote1Rea1fyJY I%.co7n. December 31, 2007 Mr. Koong Cho, President Royal Hospitality, LLC c/o Best Western River's Edge 15901 W ValIey Highway Tukwila, WA 98188 Dear Mr. Cho: At your request we have prepared this letter addressing the hotel demand that is expected to be attracted by your proposed 143-room Hampton Inn and Suites that is to be located in the NE quadrant of Gateway Centel', a mixed -use development located north of S. 320'h Street and south of S. 3171h Street/28'h Aveime S. in Federal Way, Washington. In May 2007, Kennedy & Mohn, P.S. completed a market feasibility study for your proposed project and, within this study, the sources of demand for the hotel were estimated and the site and market were analyzed. This letter utilizes information from that study to briefly surnrnarize the demand potential for your proposed hotel. Unlike many other types of business, a hotel's inventory is available nightly for rental by guests doing business in the area, visiting friends and relatives, attending some type of event, or merely passing through the area. Hotels do not typically operate at maximum capacity; therefore, some of the available rooms (inventory) will not be used nightly, reducing the volume of traffic in the area and to the hotel. A Hampton Inn & Suites is classified as a limited -service hotel, in that it' does not provide food and beverage services that are available to the public (typically guests only) and has a minimal amount of banquet and meeting space. Accordingly, the hotels available inventory is largely guestrooms only, generating less traffic than a full or focused - service hotel that provides more extensive guest services. According to our study, the proposed Hampton Inn & Suites is expected to attract overnight guests from three primary segments or categories of business, commercial and government travelers; leisure travelers; and group travelers. A hotel commonly takes up to three or four years to reach its stabilized level of performance, or the level of performance expected to be indicative of the hotel's long tern performance. For the subject property, we expect the hotel will reach its stabilized level of performance in year three (the fiscal year ending May 31", 2011). At this point the hotel is expected to achieve an annual occupancy rate of 75 percent, or roundly 39,000 room nights. Prior to this date the hotel is expected to attract less demand. The Thomas P. Kennedy, CHA Michael J. Mohn, MAI 14108 Sr. 132"' • Menton, WA 98058 19709 5I" Avc. SG -Bothell, WA 93012 Tel: (425) 277-5755 • Pax: (425) 277-5759 Tel: (425) 485-7925 -Fax: (425) 485-91 14 rkerrrter(t. a:(lofelXealq•.�`fP.cnnt nmmlar(ti;llnlelXenlpr\'lt'.cvnr Mr. Koong Cho December 31, 2007 Page 2 following table summarizes the expected sources of demand in the hotel's third and stabilized year of operation. Projected Mix of Business — Proposed Hotel's Stabilized Year Occupied Demand Segment Rooms Percent of Business Commercial/Government 23,500 60% Leisure 12,200 31 % Group 3,300 Total Demand 39,000 100% May 2007 Market Feasibility Stud -- Kennedy & Mohn, P.S. As can be seen in the table above, 60 percent of the hotel's demand is expected to be attracted from overnight business and government travelers conducting business in Federal Way, Tacoma, SeaTae, Auburn, or other nearby locations. Since there are only a few commercial office parks of significance in Federal Way, we would expect most of the commercial/government traffic for Federal Way to be concentrated in the West Campus or Weyerhaeuser area, or be generated from those traveling to and from the hotel via Interstate Highway 5 (1-5), Pacific Highway South, or South 320" Street. Leisure travelers and group meeting demand (meetings and sports teams) are expected to be drawn largely from outside the Federal Way area. These guests might be attending meetings at the hotel or attending an athletic event in or near Federal Way. Guests arriving from outside the area are expected to arrive at the hotel primarily via 1-5, S. 320'h Street, or Pacific Highway South. While we are uncertain as to how the City of Federal Way might measure traffic impact from your proposed hotel or assess mitigation fees, we are convinced that this new business will be a tremendous asset to the community and will have a positive impact on the City and its tax base. Furthermore, much of the hotel's demand is likely already existing in the local market, being generated by office and retail uses, and will simply be more readily accommodated without turning these users away to areas outside of the market. If we can answer any questions for representatives of the City or address specific issues please feel free to contact me. Sincerely, �T] mas P. Kent KENNEDY & itIOHN, P.S. Hotel Brokerane, Consulting, & Appraisals PUBLIC WommDEPARTNIENT 33325 8* Avenue South 1`, PO Box 9718 CITY OF • 3 FIF-CE` y �� Federal WayWA 98063-9718 253-835-2700; Fax 253-835-2709 Federal Way SU 2 1 2007 w•ww.cityoffederalway.com ,11TY OF 1-FiDEB � VVAv CONCUf APPLICATION APPLICATION NO(S) 07 7-t�o <�W Date 61 -2 / • 07 Project Name A,*4fTbN INN S Property Address/Location 31 AWR. S. g, Parcel Number(s) A :n 0qI MI lS s I d u(mq o3 i _ Project Description 'T4 kuikkot Hampfm I n }'i • �(•�!k3 Yb01'h$ ow-'s f U 4M Tort r �qua�z 9•�•: 07,600 Type of Associated Project Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Short Subdivision Subdivision Variance: Commercial/Residential Single Family/Duplex Multifamily Tenant Improvement Commercial _ None (feasibility only) Approval for City to perform analysis: Yes No If NO: Applicant's Engineer performing analysis: Address: Contact Phone: Applicant Name: EDAJ�E OM Ala -A" ITS Address: /221 ZND AM 6WM -300 City/State: SF,,AfiTLE , WA zip: 16161 Phone: ZO (p • 285 • / zz+ ex. t0 Z Fax: 20(o • Z$$ • °13(0(0 Email: ed op a - D( r • GbYv7 Signature Y �� ]4� Agent (if different than Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: V0.[� 1'► Address: 1 � ( " 98 City/State: -rk1t W °I. Zip: gV1168 Phone: 2&3) 318 Fax: 4z) 23k — ZZ./O Email: K_Ooo� r' Cob"CA4f".4e_t Signature, Required Information — Application is incomplete and will be returned if not filled out. Has the property previously been reviewed for concurrency'? Yes No If yes, date of original application Concurrency Permit No: _ Is this an amendment to an existing Concurrency Permit? Yes No Land Use Type Existing IT A Land Use Type Proposed *Please be as specific as possible Will the project be phased? �O Estimated year of occupancy IrA.LA.- Adt7&- Permit Submittal: The following items are required for -all applications: (� Completed and"signed Concurrency'Application: ' - ' W Traffic Generation as prepared by the Applicant's Engineer or requested to be prepared by City staff. Note here if by Applicant Engineer or by Staff Application information to be verified by Traffic Staff Please enter a number in the followiM& If unkown. Print unknown. Gross Floor Area (Square Footage) Existing Proposed Parking Spaces Existing Proposed Number of Dwelling Units Existing Proposed Number of Employees Existing Proposed Parcel size (acres or square footage) Existing Proposed Staff will calculate the following unless the applicant's engineer has prepared a trip generation. Existing PM Peak Hour Trips Proposed PM Peak Hour Trips Net New PM Peak Hour Trips The applicant's:.Erigirieers ostimate,may be entered below: Existing PM Peak Hour Trips Proposed PM Peak Hour Trips Net New PM Peak Hour Trips *Analysis prepared by:__ M INVOICE City of Federal Way Invoice Date: December 11, 2007 P.O. Box 9718 Federal Way, WA 98063-9718 Bill #: 127196 Ph: (253) 835-7000 Permit #: 07-105271-00 Project Name: HAMPTON INN & SUITES Site Address: 31626 28TH AVE S Applicant Name: ED ABBOT, AIA - ARCHITECT *ED ABBOT * FEE DESCRIPTION PUB WKS CONCURRENCY FEE (8057) ..................................... 101-0000-000-345-89-004 AMOUNT $3,084.00 to 0- CL C" D CJ - 'J L-) CL 'CC M LJJ C111 00 `7D i.-q -J CD LA-1 C4 Lu -,I- im Lu itim M Lu CU Lu LL- >- 00 Zn -zx Lo -.E. Cr CJ Cn co cl-11 CD 0- F- CrD -J L C7 cm CD C3 Lu -L) CJD L.L1 CD Cw) a.) C-3 CD (L) �� '-�- -- . -c Of CD CD a) -1 ZE-- -+ LC7 #-.+ CD O -X- ai 00 y CL Ar TOTAL DUE: $3,084.00 K1, INVOICE City of Federal Way Invoice Date: December 11, 2007 P.O. Box 9718 Federal Way, WA 98063-9718 Bill #: 127196 Ph: (253) 835-7000 Permit#: 07-105271-00 Project Name: HAMPTON INN & SUITES Site Address: 31626 28TH AVE S Applicant Name:ED ABBOT, AIA - ARCHITECT *ED ABBOT * FEE DESCRIPTION PUB WKS CONCURRENCY FEE(80S7)..................................... 101-0000-000-34S-89-004 - Q� -��cc � ti�� W �7 W CO �' Q11HF--i17+ CL) .-- CJ O U 1---1 C J �} �C; of J i C13 W ___ C^.ui _ pU CD U O , -.. i --- E CD 2 CD r C 5 : — Lu iv TOTAL DUE: AMOUNT $3,084.00 $3,084.00 '.a n Deb Barker From: Ed Abbott [ed@aha-arch.com] Sent: Wednesday, February 24, 2010 9:11 AM To: Deb Barker Subject: Window modification at the Hampton FW Attachments: 0903-South Elevation -Revised 021810.pdf Deb, Please find the attached revised South Elevation for the Hampton project in Federal Way. Windows have been reinstituted in the guestrooms and we will stay with adding the additional 4 windows at the north end of the building. Please let me know if you after your review if you are ok with the change to the south face of the Hampton. Best, Ed Ed Abbott AIA Architect Abbott Heys & Associates Inc. 1224 2nd Ave., Suite 300 Seattle, WA. 98101 206.285.1224 x 102 206.285.9366 FAX DRAFT October 23, 2009 Mr. Douglas V. Alling Smith Alling Lane, P S C 1102 Broadway Plaza, Suite 403 Tacoma, WA 98402 RE: FILE #07-106838-00-MF; CONDITION CLARIFICATION HAWTON INN AND Sums, 31720 GATEWAY BLVD. SOUTH, FEDERAL WAY, WA Dear Mr. Alling: I am in receipt of your letter requesting clarification of a condition of approval of the new hotel currently under construction at the above referenced location. Your October 9, 2009 letter seeks clarification of condition #8 from the August 8, 2008 Use Process III land use decision and requests that the City "identify or describe what amendments to the nonexclusive parking easement you are requesting t%pit the parties to enter into." The City reviewed the new hotel application and issued an environmental decision and a land use decision on the matter. Parking stalls associated with the nonexclusive parking easement were discussed in section #14 of the Staff Evaluation for Environmental Checklist', as well as in Finding #8 of the Findings for Project Approval. ' Copies of both of these documents are enclosed. The following condition regarding parking stalls and the non exclusive parking easement was subsequently added to the building permit: "Prior to issuance of cent f cate of occupancy for the proposed development, the applicant shall amend the nonexclusive parking easement to include lots associated with the new hotel development to the satisfaction of the city, and shall provide the city with a recorded copy of the modified easement". According to approved site plans, parking established with the new hotel was to extend north to south across the subject site, and include those areas with parking lot improvements as well as undeveloped portions of the subject site. The northernmost portion of the subject site was heavily forested and was not associated with the nonexclusive parking agreement as it lacked parking lot improvements. This forested area was identified as part of King County tax parcel #092104-9185 on submitted plans. At the present time, the vegetation has been removed from tax parcel tt092104-9185 and it is proposed to be combined with tax parcel #092104-9031 into one large lot in conjunction with a Boundary Line Adjustment (BLA) application currently under review by the City.' The BLA application is due to be recorded in the near future. ' File #07-105270-00-SE 2 File #07-106838-00-UP s File #09-102843-00-SU Doc. I.D. 51893 In order to satisfy the above referenced condition of approval and document the location of the 1,273 parking stalls assoeia:ted with the nonexclusive parking agreement, said agreement should be revised to include those parking stalls proposed to be located on the previously forested portion of King County tax parcel 092104-9185. Please do not hesitate to contact me if you have any questions about this letter. Sincerely, Deb Barker Senior Planner Enclosures as noted cc: Koong Cho, 8255 154a' Avenue SE, New Castle, WA 98059 John T. Cooke, Attorney, Gordon Thomas Honeywell, PO Box 1157, Tacoma, WA 98401- 1157 Bill and Sue An, Ans LLC, WAl 1 Retail Management, PO Box 1941, Auburn, WA 98071-1941 Peter Beckwith, Assistant City Attorney Kevin Peterson, Engineering Plans Reviewer Etc. Doc. I.D. 51893 ef3GA■■! ffi■■■■fr■■■■■■Aj ■■■■F■■■!Efr`.i■�•��►�•• 1■■fit■� .;IiI■!■f■*.�■■IG■7: !i■■■�F■!■!■IRt[ilfii ei':'f'�°i' 11■■!1 - - �� ''%'S �'s' '� ■�eilif■■, 1 fi f E ■fiii■fl ■■■■■r.3t■'ii•''iv Il■■■■ =ti Q 4■■f1f.fZl,!■■■fiE� ■■i!►E■■�1■■_.�...1�tovob f� -�f■14t<A■ffi■fil■fir -�: -r�,� ■.�r=1■ r;F� ,� ; .-;'•�;JAI■N■■li�t�■�..`1411�iEFflffil\fil..al���.rawrr•rn�■■fi.J■ • � r =-� �' �:� •��:��� �'��r��.,■f��,:.�r��:rs��l■flf�l■rl■■�1■i■.��a■,■ �� ,�,F !�,�,�yr� "' ;rr;:: •• �v i�■�•=�_��■■ffffu■Itl■■■!■11■>■!■>■�■�'� �" i�����!_i�� ���-'•+•.. ��33�fsS:�-�'..�+"liF'iste �_ ��I�ii�!■ll■!Il■_■_!_■■_■_■!!■■■ tt... ri re».y wr �rri rr i.ra rrr r r ,�/ eillr�i�i��ii�iil■1��1■li iiac�r■r����ii �/Ir° �I■i�■i�■■■�taiC■iAflf� '`G� fii■!■■■■lfiiil■!■■■!■ - — — — — _ a Cab • • • n� • ■ CD • cnSuites • Hampton Inn & CD Cn • • 28th Avenue • •Federal 4CITY OF ��, Federal Way April 6, 2010 Mr. Ed Abbott Abbott Heys and Associates 1221 2nd Avenue, Suite 300 Seattle, WA 98101 CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederaiway.com FILE Re: File #10-100824-00-AD; HAMPTON INN FACADE DRAWING CONFERMATION Dear Mr. Abbott: This letter confirms that elevations prepared and submitted after the City's March 4, 2010, modification approval letter do meet the intent of the approved fagade modification. Specifically, the March 18, 2010, building elevations prepared by Abbott Heys and Associates, Inc, depicting windows in the north and south facades of the tower, including the center hallway of the hotel tower, do meet the intent of the approved facade modification. As noted in the modification letter, the facade changes do increase the transparency and details of these facades. As a featured architectural treatment method, the addition of windows in the hotel tower results in further compliance with city center code design guideline standards. Please be sure that the building permit is revised to reflect the approved modifications. Contact Senior Planner Deb Barker at 253-835-2642 if you have any questions about this letter. Sincerely,(; /�,v �N"L Greg Fewins, Director Community Development Services enc: Approved A100 (elevation) March 18, 2010, Modification, Prepared by Abbott Heys and Associates, Inc. c: Deb Barker, Senior Planner Scott Sproul, Assistant Building Official Mr. Koong, Cho, Royal Hospitality, Inc., 8255 154t` Avenue SE, Newcastle, WA 98059 Doc I.D. 53533 DRAFT April 6, 2010 f Mr. Ed Abbott Abbott Heys and Associates 1221 - 2°a Avenue, Suite 300 Seattle, WA 98101 RE: File #10-100824-00-AD; HAMPTON INN FACADE DRAWING CONFIRMATION Dear Mr. Abbott: This letter confirms that elevations prepared and submitted after the City's March 4, 2010 modification approval letter do meet the intent of the approved facade modification. Specifically, those building elevations prepary prepared by Abbott Heys and Associates, Inc, dated March 18, 2010 depicting windows in the north and south fagades of the tower including in the center hallway of the hotel tower do meet the intent of the approved facade modification. As noted 11'..t.he modification letter, the facade changes do increase the transparency and details of these facadcSAs a featured architectural treatment method, the addition of windows in the hotel tower results in further compliance with City Center Code design guideline standards. Please be sure that the building permit is revised to reflect the approved modifications. Contact Deb Barker, Senior Planner, at 253-835-2642 if you have any questions about this letter. Sincerely, Greg Fewins, Director Community Development Services enc: Approved A100 (elevation) modification dated March 18, 2010 prepared by Abbott Heys and Associates, Inc. c; Mr. Koong Cho, Royal Hospitality, Inc., 8255 154ffiAve SE, Newcastle, WA 98059 Deb Barker, Senior Planner Scott Sproul, Assistant Building Official Doc. I.D. 53533 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES RESUBMITTED 33325 8`h Avenue South CITY OF PO Box 9718 Federal Way WA 98063-9718 Federal Way MAR 2 2 810 253-835-2607; Fax 253-835-2609 CITY OF FEDERAL WAY mww,cit offederalway.coni BUILDING DEPT. RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional orrevised plans ordocuments foran active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of coples will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: - - - Project Name: 0,&t�N Project Address: � 2� "t''4 V Project Contact: !� Phone: 2C& 5Y5 ~ a#SG G' RESUBMITTED ITEMS: # of Copies Detailed Description of Item * Always submit the same'number of copies as required for your initial application. *" Resubmittal Requested by:��V-W-.6�etter Dated: 1 1 (titarl member)VIA- V01 aM i50%►-O 1 aAwWS , OFFICE USE ONL Y r /r RESUB #.- Distribution pate._ I By.• Dept/Div Name # Description Building Planning PW Fire Other Bulletin # 129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information March 22, 2010 Ms. Deb Barker, Senior Planner City of Federal Way Community Development Services Department PO Box 9718 Federal Way, WA 98063-9718 Re: Permit #10-100824-00-AD; Resubmittal Information Hampton Inn & Suites; 31626 28th Ave South, Federal Way Dear Ms. Barker: Architecture Interior Design We are requesting that the north facade of the building be revised with the addition of four windows approximately 4'x5' at the end of 2Rd through 5th floor corridors and that the cooridor windows on the south facade of the 3rd through 51h floors be modified to echo the north facade. The 2"d floor corridor window,- inline with the porte cochere, we are proposing to be eliminated. If you have any further questions regarding any part of this project, I can be reached via: Telephone: (206) 595 0486; E-mail: ed(aDaha-arch.com Sincerely, Ed Abbott, AIA Project Architect/President RESUBMITTED MAR 2 2 2010 CITY OF FEDERAL WAY BUILDING DEPT. 0 1221 2nd Ave. Suite 300 Seattle, Wa 9B101 fax 2B5-9366 20S-2B5-1224 0 CIT Federal Way March 4, 2010 Mr. Ed Abbott Abbott Heys and Associates 1221 - 2nd Avenue, Suite 300 Seattle, WA 98101 RE: File #10-100824-00-AD; HANIPTON INN FACADE MODIFICATION Dear Mr. Abbott: CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com This letter approves a February 10, 2010, request to modify the Hampton Inn facades as discussed below. The land use based Process 1H .Project Approval for the new hotel building was granted on August 8, 20081 and the building permit was issued on July 31, 2009.2 The building is currently under construction. You have requested that the north facade of the building be revised with the addition of four windows approximately 4'x5' at the end of the 2" through 5"' floor corridors, and that the corridor windows on the 3`3 through 5d` floor be modified to echo the north faeade. The porte cochere extends to the 2nd floor of the south faeade and windows in this area are not proposed. The proposed faeade changes increase the transparency and detail of these two facades. As a featured architectural treatment method, the addition of windows on the hotel tower results in further compliance with City Center Code design guideline standards. With the approved modification request, there are no changes to site access points, easements, utilities, or impacts to sensitive areas, significant trees, or the environment. Compliance with Community Design Guideline standards is maintained. Pursuant to Federal Way Revised Code (FWRC) 19.15.090(2), "Subsequent Modification," the modification request does not constitute a change in use and is determined to have no substantial changes to the impacts on the neighborhood or the City as a result of the change. Please be sure that the building permit is revised to reflect the approved modifications. Contact Deb Barker, Senior Planner, at 253-835-2642 if you have any questions about this letter. Sincerely, /&-� ru� Greg Fewins, Director Community Development Services enc: Approved A100 (elevation) modification dated 2/8/10 prepared by Abbott Heys and Associates, Inc c: Mr. Koong Cho, Royal Hospitality, Inc., 8255 154`' Ave SE, Newcastle, WA 98059 Deb Barker, Senior Planner Scott Sproul, Assistant Building Official 'File #07-105269-UP 'File #07-106838-NIF Doc. I.D. 53128 ILL LAKEHAVEN UTILITY DISTRICT ~ 31627 ist Ave South • P.O. Box 4249 • Federal Way, Washington 98063-4249 akehaverl Federal Way: 253-941-1516 • Tacoma: 253-927-2922 *ILITY >Q; cf www.lakehaven.org June 4, 2010 Deb Barker Community Development Department City of Federal Way P.O. Box 9718 Federal Way; WA 98063-9718 RE. Final BLA Approval Status Hampton Inn & Suites Project No. 6307031 Deb: This letter serves as a status report to advise the Federal Way City Council on final BLA approval for the referenced project. The water and sewer systems for this project are substantially complete, and service connections can be fully processed and activated under standard Lakehaven procedures. Terms of the referenced agreement with Lakehaven Utility District provide for final completion of construction of the water and sewer facilities for the project. Please do not hesitate to contact me, if you have any questions. I may be reached by phone at (253) 945-1624, by electronic mail at JStaats@Lakehaven.org, or by fax at (253) 529-4081. Sincerely, onathan Staaus Engineering Technician II c: Koong Cho, Royal Hospitality, L.L.C. Greg Diener P.E., Pacific Engineering Design, LLC ec: DevSvcs Mgr Leonard D. Englund Charles Gibson Donald L.P. Miller Ronald E. Nowicki Edward C. Stewart Commissioner Commissioner Commissioner Commissioner Commissioner CITY OF Office the City Clerk PO Box 9718 F r i Federal Federal - , Ave South Way, WA 96063-9718 (253) 835-2540 -Office (253) 835-25D9 - Fax REQUEST FOR PUBLIC RECORD Name: 0 e7 Prefer to be Contacted By: ❑ Phone ❑ E-mail Street Address: }cal 3 Au.�- su"'/ _ q�00 City & Zip Code: Daytime Phone: 2( 06 E-Mail: rc cid<,c ❑ DP�� fa Cote - r o Fax:( !tl ) PUBLIC RECORDS/INFORMATION BEING REQUESTED: (please be specific and detailed/attach additional sheets ifnecessary) REQUESTOR TO READ AND SIGN UPON SUBMITTING REQUEST I understand that if a list of individuals is provided to me by the City of Federal Way, it will neither be used to promote the election of an official or promote or oppose a ballot proposition as prohibited by RCW 42.17.130; nor is it construed as giving authority to give, sell or provide access to lists of individuals requested for commercial purposes as prohibited by RCW 42.17.260(9). Further, I understand I will be charged 15 cents per single -sided, 8 Yz X 11 page (double -sided pages are .30 cents); rolled plans vary from $5.00 - $7.00 per page. I also understand other sized cooiesAp available at a higher cost. Signature equestar Date of Request INTERNAL USE ONLY— INFORMATION TO BE COMPLETED BY CITY STAFF t This request is best handled by Department_ - Division Therefore, for purposes of processing, a copy of this request was provided to: On: Additional Staff Cooied: 5-dayresponse rulebegins one working daypost recolpt.... responsible staff must advise the City Clerk, on or,before day 5, ff documents are not able fo be•produced within five working days Day 1: Day 2: Day 5: Was 5-Day Letter Sent? ❑No ❑Yes/Date: ❑5-Day Letter Attached DEADLINE EXTENDED TO: Location of Records: ❑On Site ❑Off Site Box/ID # Notes: �illhis Request Was Satisfied/Date: + �' O � ' �.._.. ❑This Request Was Not Satisfied/Reason: OThis Request Was Denied/Reason: ACKNOWLEDGEMENT OF RECEIPT UPON COMPLETION OF REQUEST (completed request form to be filed with the City Clerk's office) Signature Acknowledging Receipt Date of Receipt - City Representative: Number of Copies: �' " ? — Fee:$ C_IDOCUME-1laaronu.0001LOCALS-11TemplGV✓VieworlPUBLIC RECORD REQUESTb.doc-04104/03 CITY OF �. Federal August 8, 2008 Ed Abbott Abbott Heyes and Associates 1221 2nd Avenue, Suite 300 Seattle, WA 98101 CITY HALL iLE Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: FILE #07-105269-00-UP; PROJECT APPROVAL Hampton Inn and Suites, 31720 Gateway Boulevard South, Federal Way, WA Dear Mr. Abbott: The City of Federal Way has completed the administrative review and hereby issues conditional approval of the proposal to construct a new 143-room hotel at the above -referenced site. The site plan application submitted on September 21, 2007, and revisions submitted on November 28, December 11, and December 13, 2007, and May 8 and July 30, 2008, are hereby conditionally approved per the enclosed Findings for Project Approval. The remainder of this letter outlines future review processes required, and outlines procedures relating to appeals and approval periods for this decision. Additional requirements will be provided as city departments review the building permit submitted on December 19, 2007, under permit #07-106838-MF. REVIEW PROCESSES REQUIRED The site is located in a City Center Core (CC-C) zoning district. Hotel uses are permitted in the zone subject to Federal Way City Code (FWCC) Section 22-795. The hotel use is reviewed through Process III, Project Approval, in conjunction with environmental review under the State Environmental Policy Act (SEPA). Project approval does not grant license to begin any type of site work. SEPA PROCESS The responsible official of the City of Federal Way issued a Determination of Nonsignificance (DNS) for the new hotel on June 4, 2008, pursuant to SEPA (file #07-105270-00-SE), and an addendum to the DNS on June 19, 2008. The comment and appeal periods for the determination ended on July 3, 2008, with no corrections to the city's initial determination. CONDITIONS OF APPROVAL The City hereby conditionally approves the site plan' and building elevationS2 per the enclosed Exhibit A, Findings and Conclusions for File No. 07-105269-00-UP, and pursuant to Federal Way City Code (FWCC) Chapter 22, Article VI, "Project Approval —Process III." Sheet AS-1 Abbott Heyes and Associates, Inc. resubmittal date July 30, 2008 z Sheet A100 Abbott Heyes and Associates, Inc. submittal date Sept. 21, 2007 Mr. Abbott August 8, 2008 Page 2 Conditions of Approval 1. Prior to issuance of construction permits, the landscape plan and related documents shall be revised to address red lined comments dated August 7, 2008. 2. Prior to issuance of any construction permits for the proposed development, the applicant shall pay the project pro-rata share contribution in the amount of $345,844.00 to the City to mitigate the impacts of the 84 new trips generated by the project. 3. Prior to issuance of the building permit, the garbage and recycling enclosure plans shall be revised to depict a gate opening width of eighteen (18) feet unless written confirmation from Waste Management documents that a narrower enclosure gate is acceptable. 4. Prior to issuance of the building permits, site and civil plans shall be revised to depict the garbage and recycling enclosure located fully outside of the five-foot perimeter landscape buffer unless a landscape modification is approved as provided in FWCC Section 22-1570. S. Prior to issuance of the building permit, the applicant shall depict information about bike rack, benches, lighting, bollards, canopy and arcade materials, special pavements, wall mounted and free standing lighting, brackets, trellis and gates on construction plans for review. 6. Prior to certificate of occupancy, a boundary line adjustment (BLA) application that relocates or eliminates the internal property line shall be prepared by the applicant and submitted for review and approval by the City and recorded at King County at the expense of the applicant. 7. Prior to issuance of certificate of occupancy, the applicant shall verify that assumptions from the Heath and Associates parking study are met, including written confirmation from the hotel owner of permanent transit and airport shuttle service. 8. Prior to issuance of certificate of occupancy for proposed development, the applicant shall amend the nonexclusive parking easement to include lots associated with the new hotel development to the satisfaction of the city, and shall provide the city with a recorded copy of the modified easement. PROCEDURAL INFORMATION Unless modified or appealed, this project approval is valid for a period of one year from the effective date of the decision. If no further action is taken within one year, the decision becomes void. An extension may be granted pursuant to FWCC Section 22-409 through a written request submitted to the Department of Community Development Services (33325 8 h Avenue South, PO Box 9718, Federal Way, WA 98063- 9718), at least 30 days prior to the expiration of the decision. This decision may be appealed by any person who received a copy of this decision. The appeal must be in the form of a letter delivered to the Department of Community Development Services (address above), and be accompanied by the established fee, within 14 calendar days after the effective date of the decision. The effective date of decision is August 11, 2008. The appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development disputed by the person filing the appeal. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Also, be advised that various performance and maintenance bonds may be required for the project. Any bonds or other agreements as required must be completed prior to issuance of any related construction permits. A cash deposit is also required to cover the city's potential expenses, if necessary, for obtaining and using the proceeds of any bond. The cash deposit shall be posted for up to five percent ($100 minimum) prior to building permit issuance. The cash deposit will be refunded following satisfactory completion of all bond requirements. 07-105269 Doc I D. 46429 Mr. Abbott August 8, 2008 Page 3 If you have any questions regarding this decision, please call Deb Barker, Senior Planner, at 253-835- 2642. Sincerely, Greg Fewins, Director Community Development Services enc: Findings for Project Approval Approved Site Plan Sheet c: Koong Cho, 8255 154 h Avenue SE, New Castle, WA 98059 Karl Williams, Griffin & Williams, P.S., Attorneys at Law, 5000 Bridgeport Way West, University Place, WA 98467-2301 Gerry Lamontagne, General Manager, Courtyard Marriott, 31910 Gateway Center Blvd. S., Federal Way, WA 98003 John T. Cooke, Attorney, Gordon Thomas Honeywell, PO Box 1157, Tacoma, WA 98401- 1157 Bill and Sue An, WAI 1 Retail Management, PO Box 194I, Auburn, WA 98071-1941 Iry and Marlene Beadle, 1236 SW 29e St, Federal Way, WA 98023 Lisa Spahr, Department of Natural Resources, 950 Farman Avenue North, Enumclaw, WA 98022-9282 Deb Barker, Senior Planner Kevin Peterson, Engineering Plans Reviewer Soma Chattopadhyay, Traffic Analyst Scott Sproul, Assistant Building Official Chris Ingham, South King Fire and Rescue Brian Asbury, Lakehaven Utility District 07-105269 Doc I.D. 46429 CITY OF Federal Way HAMPTON INN AND SUITES FINDINGS FOR PROJECT APPROVAL FILE #07-105269-00-UP BILE The following are findings for recommending approval of a new 143-room hotel located at 31720 Gateway Boulevard South in Federal Way. 1. The applicant proposes the construction of a five -story., 86,999 square -foot suite hotel with 143 guest rooms, 106 parking stalls, and other site improvements on a 102,109 square -foot property, portions of which are currently used as a parking lot for the Gateway Shopping Center. 2. Zoning for the subject site is City Center Core (CC-C). Hotel uses are permitted in the CC-C zoning district pursuant to Federal Way City Code (FWCC) Section 22-795, requiring Process III, Project Approval and environmental review under the State Environmental Policy Act (SEPA). The Federal Way Comprehensive Plan (FWCP) designation for the subject site is City Center - Core. 3. The City issued a Notice of Land Use Application on December 19, 2007, following determination of a complete application. A fourteen -day comment period resulted from the notice date, and the City received several comments on the land use application. 4. The responsible official of the City of Federal Way issued a Determination of Nonsignificance (DNS) on June 4, 2008, pursuant to the State Environmental Policy Act (SEPA). On June 19, 2008, the City issued an addendum to the DNS correcting information contained in the SEPA checklist regarding the detention, conveyance, and release of surface water from the project site. The fourteen -day comment period concluded with no written comments submitted. and the fourteen -day appeal period for the determination was completed on July 3, 2008, with no corrections to the city's initial determination and addendum. The final staff evaluation for the environmental checklist, Federal Way File #07-105270-00-SE, and the addendum to the DNS are hereby incorporated by reference as though set forth in full. 5. The subject site consists of tax parcels 092104-9185 and 9031, which contain existing easements for ingress, egress, and utilities. The hotel is proposed to be located over the common property line between the two parcels, and would be subject to building setbacks from that line unless the property line is relocated or otherwise eliminated. In order to address this matter, prior to certificate of occupancy, a boundary line adjustment (BLA) application that relocates or eliminates the internal property line shall be prepared by the applicant and submitted for review and approval by the City and recorded at King County at the expense of the applicant. 6. Drainage components will utilize a variety of methods to provide on -site detention and water quality treatment, in order to meet the requirements of Level 1 flow control and resource stream water quality as specified in the 1998 King County Surface i11'ater Design Manual (KCSWDM) and City addendum to the manual. The revised Technical Information Report (TIR) prepared by Pacific Engineering Design LLC, dated July 18, 2008, indicates that the on -site storm drainage system will provide Level I detention and Resource Stream Water Quality Protection. The required level of detention will be provided via infiltration through the use of pervious asphalt paving for the parking stalls (impervious asphalt used along drive aisles) and StormTech® Underground Stonnwater Chambers. Water quality treatment will be achieved through the use of Filterra® Bioretention Systems and infiltration. The TIR notes that stormwater flows above those required to be detained under Level I flow control will discharge into an existing stormwater conveyance system associated with the adjacent Marriott Hotel development. This system discharges to the 1-5 drainage system, flows into the East Fork of the Hylebos Creek, and eventually into Puget Sound. Off -site upstream stormwater entering the north side of the site from 28`h Avenue South will be directed to an infiltration/detention chamber at the northeast corner of the subject site. Runoff from the sidewalk and landscape areas along Gateway Boulevard South will continue to drain to the Gateway Boulevard South drainage system. While this system will drain into the City's Kitts Corner Regional Stormwater Detention facility only during bypass events, the proposed hotel development does not increase the runoff going into that facility, thus the new hotel project is exempt from fees associated with the use of this city -owned system. Access to the subject site will be from Gateway Boulevard South, which is a private roadway serving the Gateway Shopping Center. Vehicular access is also provided from the existing private ingress/egress utility easement associated with the Marriott Hotel development south of the subject property. The applicant will be required to maintain, or remove and replace in -kind, the existing sidewalk, streetlights, and street trees along Gateway Boulevard South during construction activities. No vehicular access to the subject property will be pennitted from South 3171h Street directly north of the site or from the I-5 southbound off -ramp east of the proposed development. Vehicular access to Gateway Boulevard is limited to the new driveway south of the proposed building. The vehicular access north of the proposed building will be for sole use of emergency responders, who will control the proposed Opticom compatible gate. Under FWCC Section 22-795, parking for hotel uses is based on one parking stall for each guest room; the 143-room hotel requires 143 parking stalls. FWCC Section 22-1398 states that the number of required parking stalls can be decreased if a thorough parking study documents that fewer stalls will be adequate to fully serve the use. The March 2007 parking study prepared by Heath & Associates recommended that 109 parking stalls be provided for the proposed hotel based on the estimated peak parking demand for a business hotel per the ITE Parking Generation and ULI Shared Parking classification, when combined with a nominal five percent reduction from transit and airport shuttle availability. Prior to issuance of certificate of occupancy, the applicant shall verify that assumptions from the Heath & Associates parking study are met, including written confirmation from the hotel owner of permanent transit and airport shuttle service. The applicant has elected to provide the 109 parking stalls as recommended by his traffic engineer with installation of 106 parking stalls on the subject site and use of three off -site parking stalls associated with existing shared parking agreements. The southern portion of the subject site is presently improved with 102 parking stalls. The new hotel will be built over these existing stalls. The site plan for the new hotel project depicts 106 parking stalls to be located north, east, and south of the new building. Submitted documents indicate that some of the existing on -site parking stalls are bound by existing easements, and that shared parking agreements through Gateway Center are in place. The City has noted that parking agreements and easements are private matters between property owners, and the City has no authority to enforce the terms of any private agreement_ A parking analysis for the Gateway Center provided by the applicant documents that the existing retail, restaurant, theater, and hotel uses at Gateway Center require 1,133 parking stalls under FWCC parking standards; that there are currently 1,273 existing parking stalls associated with the Gateway Center development, including the 102 parking stalls on the location of Findings for Project Approval 07-105269/D.c. l D. 46427 Hampton Inn & Suites Page 2 i the new hotel; and that when the new hotel is built, parking at Gateway Center will continue to meet City parking requirements. Prior to issuance of construction permits for the proposed development, the applicant shall amend the nonexclusive parking easement to include lots associated with the new hotel development, and provide the city with a recorded copy of the modified easement. 9. Hotels located in the CC-C zoning district must be set back no more than five feet from the principal pedestrian right-of-way pursuant to note #3 of FWCC 22-795. In the case of the new hotel, Gateway Boulevard South located west of the subject site serves as the principal pedestrian right-of-way. A utility easement running perpendicular to Gateway Boulevard South impacts the setback and location of the proposed building. Due to this factor as well as the building shape, the proposed seventeen -foot building setback from the existing sidewalk has been determined to meet Note #3 of FWCC Section 22-795. The building is setback approximately sixty feet from the east property line, thirty-five feet from the south property line, and sixty-five feet from the north property line. The proposed 60-foot building height complies with the maximum height for hotels permitted outright under FWCC Section 22-795. Prior to issuance of the building permit, the site and civil plans shall depict the garbage enclosure fully outside of the perimeter landscape area unless a landscape modification under FWCC Section 22-1570 is approved. 10. Landscape plans prepared by Glenn Takagi, LSA, revised date July 29, 2008, depict the required width of perimeter landscape areas pursuant to FWCC Section 22-1566(g), CC zoning. Type Ill landscaping is not required between parking areas subject to parking easements. Interior parking lot landscaping in the amount of twenty-two square feet per parking stall or 2,332 square feet has been depicted. Significant trees retention requirements are not applicable in the CC-C zone per FWCC Section 22-1568(c)(1)(e). Prior to issuance of any construction permits, landscape plans shall be revised to address red lined comments dated July 31, 2008. Final landscape plans will be reviewed with construction permits to ensure compliance with the FWCC. 11. The project embodies site and building design principles consistent with the requirements of the Community Design Guidelines (FWCC Chapter 22, Article XIX) provided that the conditions of Process III approval are met. A pedestrian plaza visually connects the glass entrance lobby to Gateway Boulevard South. The west facade is clearly visible from public and private streets, contains the major entrance into the building, and incorporates pedestrian oriented architectural treatments including a two-story glass lobby, a ground floor arcade supporting the upper portions of the fagade, a modulated wall plane, and guest room windows. As required under code, forty percent of the ground floor facade contains glazing. The south facade also features the pedestrian plaza, a vehicular entry canopy, canopy projections, and modulation. The north facade has modulation, canopy projections and landscaping, and the east facade incorporates modulation and an arcade. The rectangular building is generally flat topped with cornice extensions at the north and south ends providing visual relief. The concrete first floor and wood frame upper floors are covered in stucco finish (masonry solutions smooth finish panelsTM). Reveals typically one -inch -wide create visual interest in the wall. The arcade and canopy columns are sand coated over concrete, windows are aluminum, and decorative brackets and trellis work are light gauge metal. Featured building colors are grey, taupe, tan, and cranberry. The 1,300 square -foot entrance plaza that features pavers, benches, and landscaping leads from the right-of-way to the primary entrance of the hotel. Prior to issuance of the building permit, the applicant shall depict information about bike rack. benches, lighting, bollards, canopy and arcade materials, special pavements, wall and free standing lighting, trellis and brackets on construction plans for review. Each building facade generally meets the facade treatment options in FWCC Section 22- 1635(b), through the above -noted use of building modulation, canopies or arcades, entry Findings for Project Approval 07-105269/i),.c i.n 46427 Hampton Inn & Suites Page 3 plaza and landscaping. Since all facades incorporate more than two fagade treatment options, dimensions of each option are modified as allowed by code. The breakfast room and lobby face Gateway Boulevard South, and the swimming pool faces the parking lot so as to provide on -going surveillance of these public areas. 12. The applicant submitted a Concurrency application, which has been reviewed by Public Works Traffic staff. The staff report of the Concurrency analysis identifies required mitigation measures for Process III Project Approval, addresses any failures of the City's Level of Service (LOS) standard, and provides for the collection of pro-rata share mitigation towards the City's Transportation Improvement Plan (TIP) projects impacted by the proposed development. The final staff evaluation for the Concurrency application, Federal Way File #07-105271-00-CN, is hereby incorporated by reference as though set forth in full. Prior to issuance of any construction permits for the proposed development, the applicant shall pay the project pro-rata share contribution in the amount of $345,844.00 to the City in order to mitigate the impacts of 84 new trips generated by the project and meeting the LOS standards. Transportation Improvement Plan projects impacted are listed below. Project ID Map. iD Location Description Prorata Design Study, Environmental analysis 150 ] a City Center Access Phase 2 to improve access to City Center 23,726 Add 2nd SB left -turn lane, 3rd SB 150 lb City Center Access Phase 3 right -turn lane 20,633 Widen S 320th St bridge over I-5, 150 1 c City Center Access Phase 4 realign loo2 ramp and NB off -ramp 139,784 Add HOV lanes, 2nd SB left -turn lane @ 288th, install raised median, signal SR 99 HOV Lanes Phase 3: S @ SR 509 @ Redondo Way S with 141 2 284th St - SR 509 interconnect to l 1th PI S 2;Z76;=-,, Add HOV lanes, 2nd NB left -turn lane on SR 99, install raised median, 138 3 S 348th St: 9th Ave S - SR 99 underground utilities Add 2nd NB, WB left -turn lanes, WB right -turn lanes widen I st Ave S to 5 131, 4 S 320th St a 1 st Ave S lanes to S 316th St. Add WB thru lane, EB, NB left -turn 102 5 SR 99 @ S 356th St lanes 1,201 Add HOV lanes, install raised median, 143 6 S 320th St: 8th Ave S - SR 99 under round utilities, illumination a.0,429 Add WB, SB right -turn lanes, 2nd EB, 135 7 S 348th St I st Ave S WB left -turn lanes 823 Install raised median, improve access 148 9 1 st Ave S S 328th St at 328th 978 139 10 S 320th St @ 20th Ave S Add 2nd left -turn lanes EB, WB 20,459 Add 2nd left -turn lanes all approaches, 170 11 21 st Ave SW cu SW 336th St WB right -turn lane 3,363 SR 99 HOV Lanes Phase 4: SR 159 12 509 - S 312th St Add HOV lanes, install raised median 17;83© Findings for Project Approval 07-105269/i>n. ),n- 46427 Hampton Inn & Suites Page 4 -zI 171 13 SR 99 @ S 312th St Add 2nd NB left -turn lane 12,549 142 14 SW 312th St SR 509 Add EB, WB left-tum lanes 1,200 157 15 S 356th St: SR 99 - SR 161 Widen to 5 lanes, bike lanes, sidewalks, illumination 406 154 16 S 304th St @ 28th Ave S Add NB right -turn lane, si nal 10,279 151 17 S 352nd St: SR 99 - SR 161 Extend 3 lane principal collector and signal at SR-99 - 0124 : 152 18 SW 320th St @ 21st Ave SW Interconnect to 26th Ave SW with the addition of a 2nd WB left-tum lane 3,504 131 19 S 320th St: 1st Ave S - 8th Ave S Add HOV lanes, install raised median 25,395 166 20 Military Rd S: S Star Lake Rd - S 288th St Widen to 5 lanes, sidewalks, street lights 7,135 161 22 S 312th St 28th Ave S Add SB right -turn lane 5,629 168 23 SW 336th Way / SW 340th St: 26th PI SW - Hoyt Rd Widen to 5 lanes 9,730 Total $345,884 13. Receptacles for garbage and recycling are stored at the northeast corner of the subject property in an enclosure flanked by landscaping. In order to accommodate Waste Management service vehicle access, prior to issuance of the building permit, enclosure plans shall be revised to depict a gate that is a minimum of eighteen (18) feet opening width unless written confirmation from Waste Management is received that verifies that a narrower enclosure gate will be acceptable for service needs. 14. As conditioned, the proposed site plan application and application attachments have been determined to be consistent with the FWCP, with all applicable provisions of the FWCC, and with the public health, safety, and welfare. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal, and the proposed access to the subject property is at the optimal location and configuration for access. The proposed development is consistent with Process 1I1, Project Approval, decisional criteria required under FWCC Section 22-395(b). The proposed site plan and application attachments have been reviewed for compliance with the FWCP, pertinent zoning regulations, and all other applicable City regulations. Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and other applicable City requirements. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Deb Barker, Senior Planner Findings for Project Approval Hampton Inn & Suites Date: August 6, 2008 07-105269/na i n 46427 Page 5 RETURN TO: CITY OF FEDERAL WAY LAW DEPARTMENT REQUEST FOR CONTRACT PREPARATION/DOCUMENT REVIEW/SIGNATURE ROUTING SLIP Z"� I . ORIGINATING DEPT./DIV: a 2. ORIGINATING STAFF PERSON: Cl EXT: DATE REQ. BY: 4. TYPE OF DOCUMENT REQUESTED (CHECK ONE) ❑ PROFESSIONAL SERVICE AGREEMENT ❑ SECURITY DOCUMENT (E.G. AGREEMENT & ❑ MAINTENANCE/LABOR AGREEMENT PERF/MAIN BOND; ASSIGNMENT OF FUNDS IN LIEU OF BOND) ❑ PUBLIC WORKS CONTRACT ❑ CONTRACTOR SELECTION DOCUMENT ❑ SMALL PUBLIC WORKS CONTRACT (E.G., RFB, RFP, RFQ) (LESS THAN $200,000) ❑ CONTRACT AMENDMENT AG#: ❑ PURCHASE AGREEMENT) Ei BG (MATERIALS, SUPPLIES, EQUIPMENT) OTHER ❑ REAL ESTATE DOCUMENT 5. PROJECTNAME: 6. NAME OF CONTRACTOR: ADDRESS: TELEPHONE SIGNATURE NAME: TITLE 7. ATTACH ALL EXHIBITS AND CHECK BOXES ❑ SCOPE OF SERVICES ❑ ALL EXHIBITS REFERENCED IN DOCUMENT ❑ INSURANCE CERTIFICATE ❑ DOCUMENT AUTHORIZING SIGNATURE 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: 9. TOTAL COMPENSATION $ (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 10. CONTRACT REVIEW INITIAL/DATE APPROVED INITIAL/DATE APPROVED ❑ PROJECT MANAGER ❑ DIRECTOR . ❑ RISK MANAGEMENT (IF APPLICABLE) ❑ LAW MAY, 91H /a.- f{ z 11. CONTRACT SIGNATURE ROUTING INITIAL/DATE APPROVED INITIAL/DATE APPROVED ❑ LAW DEPARTMENT ❑ CITY MANAGER ❑ CITY CLERK ❑ SIGN COPY BACK TO ORGINATING DEPT. ❑ ASSIGNED AG# COMMENTS ,�j, f�iJ 02/08 ME DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South clrr of f RESUBMITTED PO Box 9718 Federal Way9718 Federal Way WA 98835-2609 �UL 3 0 2008 253-835-2607; Fax 253-835-2609 www.cityoffederalway.com CITY OF FEDERAL WAY BUILDING DEPT. RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. "P/ease note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submitall items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: Project Name: Project Address: �19 Zv '�. �-�1 '''] t/� S �iLY t'`�wi wq 9�°°j Project Contact: iw Phone: RESUBMITTED ITEMS: # of Copies Detailed Description of Item y a r.. ,a 21 1.221►� �[ Lam. * * Always submit the same number of copies as required for your initial application.'`* Resubmittal Requested by: Letter Dated- �/ 25'/� e er OFFICE USE OK RESUB #.• Distribution Date: By.- Dept/Div Name # Description Building Planning PW Fire Other Bulletin #129 — August 8, 2006 Page I of 1 k:\Handouts\Resubmittal Information r TRANSMITTAL LETTER PROJECT NAME: Hampton Inn & Suites ADDRESS: 31629 28t` Ave. S Federal Way, WA 98003 TO: City of Federal Way Dept of Community Development Services PO Box 9718 Federal Way, WA 98063-9718 ATTN: Deb Barker WE TRANSMIT: Architecture Interior Design ARCHITECT'S PROJECT NO: 0616 DATE: 7.30.08 If enclosures are not as noted, please inform us immediately. If checked below, please: ❑ Acknowledge receipt of enclosures ❑ Return enclosures to us. ® herewith ❑ under separate cover via ❑ in accordance with your request FOR YOUR: ® approval ❑ distribution to parties ❑ information ® review and comment ® record ❑ use ❑ THE FOLLOWING: ® Drawings ❑ Shop Drawing Prints ❑ Samples ❑ Specifications ❑ Shop Drawing Reproducibles ® Letter ❑ Change Order ❑ Permit Review Set COPIES DATE REV. NO. DESCRIPTION CODE 1 - Resubmittal Information Form 3 7.7.08 Revised sheet AS-1, Architectural Site E 1 7.29.08 Letter from Glenn Takagi, Landscape Architect, in response to Second Technical Review Comments 3 sets 7.29.08 Revised Landscape Drawings, sheets L1, L2 & L3 E ACTION A. Action indicated on item transmittal u. tor signature ana torwaramg as noteu oeiow CODE B. No action required under REMARKS C. For signature and return to this office E. See REMARKS below The attached drawings are submitted for Land Use Review, Project # 07-105269-00-UP. Please contact Ed Abbott at 206.285.1224 x102 if you should have questions or require additional information. 1" :) you, Cott Caper Project Designer 1221 2^' Avenue . Suite 300. Seattle. WA 9B101 RESUBMITTED JUL 3 0 2008 CITY OF FEDERAL WAY BUILDING DEPT. fax 2B5-93BB 20B-285-1224 l� CIT Ak Federal Way July 28, 2008 Mr. Darrin Sanford Pacific Engineernig Design, LLC 15445 53rd Ave S, Suite 100 Tukwila, WA 98188-2326 RE; Permit No. 07-106838-00-MF Hampton Inn & Suites - 31720 Gateway Blvd S Public Works Review/TESC Comments Only Dear Mr. Sanford, CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com The Public Works Department has reviewed the Temporary Erosion and Sedimentation Control (TESC) Plans submitted for the above -referenced project. The purpose of this limited review is in anticipation of the owner/applicant applying for a site grading permit, under which the TESC plan must be approved prior to issuance of that permit. The following items shall be addressed prior to issuance of the grading permit: Sheet CO3 1) Revise the location of the silt fence to follow the clearing limits, particularly along the south side of the site. 2) Remove the reference to utilize the detention/wet vault for the sediment trap/pond since the vault option for detention and water quality treatment has been eliminated. 3) The temporary sediment trap/pond shall be re -sized since the vault is no longer an option. Further, the trap/pond shall be re -sized to provide volume for the entire site because it is unlikely that the site grading contractor will retain much (if any) of the existing paving, as noted on the plans and in the Technical Information Report (TIR). Please revise the sizing calculations in the TIR as well, and resubmit those calculations as a supplement or addendum to the TIR. 4) Add temporary catch basin (CB) protection for the existing CB on the east side of Gateway Center Boulevard, just north of the existing driveway, and for the existing CB located at the southeast property corner. 5) Revise the locations of the proposed on -site CB's, in relation to the revised storm drainage plans. L: \CSDC\DOCS\SAVE\21202658081. DOC Mr. Darrin Sanford Pacific Engineernig Design, LLC RE: Permit No. 07-106838-00-MF July 28, 2008 Page Two Sheet C04 1) Add to the note for backfill along the base of the silt fence to indicate that gravel ornative material can be used. 2) Provide the silt fence specifications to the plan as provided on page D-19 of Appendix D of the 1998 King County Surface Water Design Manual (KCSWDM). Sheet C05 1) Add the Wet Season Special Provisions from Appendix D of the 1998 -KCSWDM. 2) Revise the dates of Note 12 of the ESC notes to October 1 through April 30'. 3) Revise the days/times of Note 6 of the General Notes to read `7 AM to 8 PM, Monday through Friday, and 9 AM to 8 PM, Saturday.' As we have previously discussed, a Performance/Maintenance Bond or an Assignment of Funds In Lieu of Bond shall be executed for all of the TESC measures, prior to issuance of the grading permit. Review comments for the remaining site development (infiltration, water quality, parking lot, etc.) will be provided at a later date and approval of those plans will occur under the Building Permit. If you have any questions, please feel free to contact me at (253) 835-2734, or via e-mail at kevin.peterson@Lltzoffederalway.cam. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:cc Enclosures cc: Deb Barker, Senior Planner, Community Development & Planning Mr. Koong Cho, Phoenix Hotels and Hospitality, Inc, 15901 W Valley Hwy, Tukwila, WA 98188 Project File i KP Day File L: \CSDC\DOCS\SAVE\212026 5808 1. DOC Wmm.AnutkkingiiAR.DAg July 22, 2008 Mr. ED ABBOT ED ABBOT, AIA -ARCHITECT 1221 2ND A VE Suite 300 SEATTLE, WA 98101 Re: HAMPTON INN & SUITES - 07-106838-000-00-MF 31626 28TH AVE S Dear Mr. Abbot: I am unable to complete the review of the resubmittal for the above referenced project until I receive additional information regarding, but not limited to, the following: The elevator car shall be of such a size and arrangement to accommodate a 24-inch by 84-inch ambulance stretcher in the horizontal, open position. Proposed car size shown on sheet A501 (51-1/2" X 80'� does not appear to satisfy this requirement. Due to the changes to the 2006 IBC, elevator car dimension requirements of IBC 3002.4 may be more restrictive than ICC/ANSI A117.1-2003 Table 407.4.1. The letter submitted by the Otis Elevator Company does not indicate compliance with IBC 3002.4. There are no guidelines provided by the IBC. The required dimension that the elevator is required to accommodate is as stated, 24-inch by 84-inch. This dimension is the design template for all stretcher manufacturers Rounded corners are not a consideration when meeting this dimension. The elevator must meet this dimension when the stretcher is in the open horizontal position. It is necessary to have the patient in a horizontal position on the elevator to avoid further injury to the patient and to facilitate many of the medical tasks being performed by the paramedics while on the elevator. 2. Grasscrete is not an approved driving surface as indicated for the fire access on sheet AS-1. Please submit plans that indicate an approved all weather driving surface capable of supporting a 30 ton fire apparatus. Stamped concrete is approved. 3. Please submit details for the fire department access gate showing that the gate meets the South King Fire and Rescue Gate Policy. Nothing submitted to date. The purpose of this plan review is to verify code compliance, to the extent possible and reasonable, given the information provided on the plans and the city's plan review resources and capabilities. In no way does any city approval constitute a guarantee of code compliance; auto orize any work in violat;')of any applicable codes; or relieve the' )ner of responsibility for complying with pertinent cocks and ordinances. If you are required to resubmit your plans or details, provide five sets of the corrected drawings, and complete a resubmittal form (available at the counter). Plans requiring engineering must be stamped by the engineer and be accompanied by the engineer's calculations. I will review the resubmittal as expediently as possible. Further corrections may be necessary as a result of submitting additional information. If you have any questions, please call me at 253-946-7244 during regular office hours, or leave a message on my voice mail. Sincerely, Chris Ingham Deputy Fire Marsha/ C: Scott Sproul, City of Federal Way Deb Barker From: Deb Barker Sent: Thursday, July 10, 2008 12:50 PM To: 'ed@aha-arch.com'; 'koongc@comcast.net Cc: Greg Fewins; Isaac Conlen; Kevin Peterson; William Appleton; Scott Sproul; 'Ingham, Chris' Subject: Response to Status of the Hampton Inn Attachments: Hampton Inn memo from Takagi.pdf Hi Ed — Your e-mail update to Mr. Cho was forwarded to me and wanted to make sure that we are all on the same page and very clear as to what is outstanding for the Hampton Inn project. I've added my comments to your items and added a project history section at the end of this e-mail. Please see "City staff comment" below. All Structural and associated Architectural Plan Review comments and additional information was Submitted June 27th, 2008. City staff comment — Information received on June 27, 2008 was in response to the Building Department's structural engineering comments. Revised structural plans were routed to the City's structural review engineer on July 8, 2008. All Architectural, and approved Hilton interior modifications, Plan Review comments were Submitted July 9, 2009. City staff comment — Information received on July 9, 2008 included architectural site plan (AS-1), exterior and interior plans with a response letter. These plans have been routed to the Planning, Public Works, Fire and Building Departments for review. No landscape plans were included with this resubmittal. I am not aware of what date the Civils where resubmitted at our meeting with City this last Month. However I believe another set is to be resubmitted once the drainage with Public Works Department is reviewed and approved. Darrin could update you on that information and timing. City staff comment — Revised civil plans were submitted on June 4, 2008. However, they contained inaccurate information. Will Appleton met with the project engineer and requested that revised drainage information be provided. To date, this requested information has not been formally received. However, this would not hold up review of a grading permit, should one be submitted for review. We did have a meeting and reviewed the Site Plan with Janet Schull per the January 22, 2008 letter. I assumed the Site Plan comments were taken care of in that meeting. The Site Plan comments and review discussion with Janet included Parking, Refuse size/placement and IBC structure type and occupancy classifications. City staff comment — I understand that your meeting with City staff following the January 22, 2008 letter covered a number of issues, including parking at Gateway Center. However, as noted in my June 25, 2008 update letter, without information formally resubmitted for the Process III land use application, the site plan cannot be approved, and outstanding land use issues remain unresolved. My understanding of the Landscape comments, is that Janet and Glen Takagi, the Landscape Architect, were reviewed and taken care of. If not we currently can ask Glen Takagi resubmit and address Janet's comments. City staff comment — As you can see by the attached December 4, 2007 memo from Glen Takagi (received on December 11, 2007) the majority of the landscape issues were to be addressed with the next resubmittal. The plan that was submitted with his memo was a lighting plan that unfortunately did not contain details of the square footage of interior parking lot landscaping. To date, revised landscape plans have not been received and many landscape issues remain unresolved. There is one South King Fire and Rescue item we have not addressed in our resubmittal. We are currently working on completing the Security Gate requirement and should have this back to the City Monday. City staff comment — This information will be forwarded for review when received. The other items Elevator Car dimensions were taken care of in the June 27th and July 9th resubmittal and the Grass Crete driving surface was changed per the Fire Departments request in the July 9th resubmittal in response to the January 24th Letter. City staff comment — Information received on June 27 and July 9, 2008 has been routed to the Building, Planning and Fire Departments for review. Did you take care of the Concurrency? City staff comment — The applicant submitted a Concurrency application that has been reviewed by Public Works Traffic staff. The City issued a concurrency determination on December 19, 2007, which was appealed by the applicant. Traffic Division reviewed and revised the traffic distribution, and issued a revised concurrency determination on June 23, which was accepted by the applicant on June 26, 2008. City staff comments on project history The formal land use and SEPA applications were received on September 21, 2007. Following resubmittals, the applications were determined to be complete on December 13, 2008. The SEPA decision was issued on June 4, 2008, and the SEPA appeal period concluded on July 2, 2008 with no appeals received. Resubmittals to the land use permit were received on November 28, 2007 (SEPA checklist, details on decorative trash containers, bike racks, trellis, and site plan sheet AS1); December 11, 2007 (site lighting plan and one page memo from Glen Takagi on landscaping/lighting); December 13, 2007 (water certificate); and May 8, 2008 (Parking analysis with cover letter). The building permit was submitted on December 19, 2007. We received resubmittals on June 4 (revised civil drawings); June 27 (structural review drawings); and July 9, 2008 (Architectural, interior, structural, and site plan drawings with response letter). Ed, I would be very glad to set up meetings to go over the application status or any other item on the Hampton Inn project My contact number is 253-835-2642. 1 hope to hear from you. Regards - Deb Deb Barker, Senior Planner City of Federal Way 33325 8th Avenue South, PO Box 9718 Federal Way, WA 98063-9718 253-835-2642 (p) 253-835-2609 (f) deb.barker@cityoffederalway.com From: Ed Abbott [mailto:ed@aha-arch.com] Sent: Thursday, July 10, 2008 9:32 AM To: koongc@comcast.net Cc: Greg Fewins; Darrin G. Sanford Subject: Re: Response to Status of the Hampton Koong Cho Good Morning, Yes we have been busy with completing the additional information the City has request. Status: All Structural and associated Architectural Plan Review comments and additional information was Submitted June 27th, 2008. All Architectural, and approved Hiltu , _..ierior modifications, Plan Review comme,_ are Submitted July 9, 2009. I am not aware of what date the Civils where resubmitted at our meeting with City this last Month. However I believe another set is to be resubmitted once the drainage with Public Works Department is reviewed and approved. Darrin could update you on that information and timing. We did have a meeting and reviewed the Site Plan with Janet Schull per the January 22, 2008 letter. I assumed the Site Plan comments were taken care of in that meeting. The Site Plan comments and review discussion with Janet included Parking, Refuse size/placement and IBC structure type and occupancy classifications. My understanding of the Landscape comments, is that Janet and Glen Takagi, the Landscape Architect, were reviewed and taken care of. If not we currently can ask Glen Takagi resubmit and address Janet's comments. There is one South King Fire and Rescue item we have not addressed in our resubmittal. We are currently working on completing the Security Gate requirement and should have this back to the City Monday. The other items Elevator Car dimensions were taken care of in the June 27th and July 9th resubmittal and the Grass Crete driving surface was changed per the Fire Departments request in the July 9th resubmittal in response to the January 24th Letter. Did you take care of the Concurrency? Best, Ed Ed Abbott AIA Architect Abbott Heys & Associates Inc. 1224 2nd Ave., Suite 300 Seattle, WA. 98101 206.285.1224 x 102 206.285.9366 FAX ed6F)aha-arch.com On 7/9/08 12:28 PM, "koonp-c a comcast.net" <koongc @comcast.net> wrote, > Ed. > Good thing is that no appeals filed and sounds like they -City of > Federal Way- are waiting for the resubmittal with additional information. > I am sure that you are so busy but please respond with the information > they need to City, so we can finish the permit process. > Thank you for your effort. > Koong Cho > 253-318-0090 > koongc@—comcast.net comcast.net >-------------- Original message ----------------- > From: Greg Fewins <Greg.Fewins@cityoffederalway.com> >> Ed: >> The SEPA process for the project is now complete and there were no >> appeals filed. The city can now pros,__.. o issue a site plan >> decision on the process III application, However we are still >> waiting a resubmittal based on the city's January 2608 and later >> technical comment letters requesting additional information or plan >> changes. Once we receive your response to the city's prior comments, >> we will proceed with the process III application review and decision. >> Greg >> -----Original Message ----- >> From: Ed Abbott [mailto:ed@aha-arch.com] >> Sent: Wednesday, July 09, 2008 10:59 AM >> To: Greg Fewins >> Cc: Koong Cho; Darrin G. Sanford >> Subject: SPEA query, >> Greg, Good Morning, >> Could you give me a update on the SEPA? >> I believe we are thru both the comment and appeal period. >> Are there any letters of comment or appeal? >> Thank you for your attention to our request. >> Best, >> Ed >> Ed Abbott AIA >> Architect >> Abbott Heys & Associates Inc. >> 1224 2nd Ave., Suite 300 >> Seattle, WA. 98101 >> 206.285.1224 x 102 >> 206.285.9366 FAX >> ed(d�aha-arch.com 4 MEMORANDUM Public Works Department DATE: July 09,2008 TO: Deb Barker FROM: Soma Chattopadhyay SUBJECT: Hampton Inn Process III Condition for Approval —Concurrency The applicant submitted a Concurrency application which has been reviewed by Public Works Traffic staff. The staff reportof the Concurrency analysis identifies required mitigation measures for Process III ProjectApproval, addresses any failures of the City's Level of Service (LOS) standard, and provides for the collection of pro-rata share mitigation towards the City's Transportation Improvement Plan (TIP) projects impacted by the proposed development. The final staff evaluation for the Concurrency application, Federal Way File #0'�105271-00-CN, is hereby incorporated by reference as though set forth in full. Prior to issuance of any construction permits for the proposed development, the applicant shall pay the project pro-rata share contribution in the amount of $345,844 to the City in order to mitigate the impacts of the84 new trips generated by the project and meeting the LOS standards. Transportation Improvement Plan projects impacted are listed below. Project Ma Location Description Prorata ID p ID Design Study, Environmental analysis 150 la City Center Access Phase 2 to improve access to City Center 23,726 Add 2nd SB left -turn lane, 3rd SB 150 lb City Center Access Phase 3 right -turn lane 20,633 Widen S 320th St bridge over I-5, 150 1 c City Center Access Phase 4 realign n loop ramp and NB off -ramp 139,784 Add HOV lanes, 2nd SB left -turn lane @ 288th, install raised median, signal SR 99 HOV Lanes Phase 3: S @ SR 509 @ Redondo Wy S with 141 2 1 284th St - SR 509 interconnect to 1 lth PIS 2,276 Add HOV lanes, 2nd NB left -turn lane on SR 99, install raised median, 138 3 S 348th St: 9th Ave S - SR 99 under round utilities 130 Add 2nd NB, WB left -turn lanes, WB right -turn lanes, widen 1 st Ave S to 5 131 4 S 320th St @ 1st Ave S lanes to S 316th St. 9,304 Add WB thru lane, EB, NB left -turn 102 5 SR 99 @ S 356th St lanes 1,201 Add HOV lanes, install raised median, 143 6 S 320th St: 8th Ave S - SR 99 underground utilities, illumination 30,429 Add WB, SB right -turn lanes, 2nd EB, 135 7 S 348th St A, 1 st Ave S WB left -turn lanes 823 148 9 1 st Ave S @ S 328th St Install raised median, improve access at 328th 978 139 10 S 320th St U, 20th Ave S Add 2nd left -turn lanes EB, WB 20,459 170 11 21st Ave SW SW 336th St Add 2nd left -turn lanes all approaches, WB ri ht-turn lane 3,363 159 12 SR 99 HOV Lanes Phase 4: SR 509 - S 312th St Add HOV lanes install raised median 17,830 171 13 SR 99 a S 312th St Add 2nd NB left -turn lane 12,549 142 14 SW 312th St @ SR 509 Add EB WB left -turn lanes 1,200 157 15 S 356th St: SR 99 - SR 161 Widen to 5 lanes, bike lanes, sidewalks, illumination 406 154 16 S 304th St @ 28th Ave S Add NB ri ht-turn lane, signal 10,279 151 17 S 352nd St: SR 99 - SR 161 Extend 3 lane principal collector and signal at SR-99 121 152 18 SW 320th St @ 21st Ave SW Interconnect to 26th Ave SW with the addition of a 2nd WB left -turn lane 3,504 131 19 S 320th St: 1 st Ave S - 8th Ave S Add HOV lanes install raised median 25,395 166 20 Military Rd S: S Star Lake Rd - S 288th St Widen to 5 lanes, sidewalks, street lights 7,135 161 22 S 312th St @ 28th Ave S Add SB right -turn lane 5,629 168 23 SW 336th Wy / SW 340th St: 26th PI SW - Hoyt Rd Widen to 5 lanes 8,730 Total $345,884 Deb EWker From: Sent: To: Subject: fyi Greg Greg Fewins Thursday, July 10, 2008 9:33 AM Isaac Conlen; Deb Barker FW: Response to Status of the Hampton -----Original Message ----- From: Ed Abbott [mailto:ed@aha-arch.com] Sent: Thursday, July 10, 2008 9:32 AM To: koongc@comcast.net Cc: Greg Fewins; Darrin G. Sanford Subject: Re: Response to Status of the Hampton Koong Cho Good Morning, Yes we have been busy with completing the additional Status: All Structural and associat Architectural Plan Revie All Architectural, and approved Hilton interior modific� the City has request. and additional information was Submitted June 27th, 2008. Plan Review comments were Submitted July 9, 2009. I am not aware of what date the Civils where resubmitted at our meeting with City this last Month.(However I believe another set is to be resubmitted once the drainage with Public Works Department is reviewed and approved. Darrin could update you on that information and timing. We did have a meeting and reviewed the Site Plan with Janet Schull per the January 22, 2008 letter. I assumed the Site Plan comments were taken care of in that meeting. The Site Plan comments and review discussion with Janet included Parking, Refuse size/placement and IBC structure type and occupancy classifications. My understanding of the Landscape comments, is that Janet and Glen Takagi, the Landscape Architect, were reviewed and taken care of. If not we currently can ask Glen Takagi resubmit and address Janet's comments. There is one South King Fire and Rescue item we have not addressed in our resubmittal. We are currently working on completing the Security Gate requirement and should have this back to the City Monday. The other items Elevator Car dimensions were taken care of in the June 27th and July 9th resubmittal and the Grass Crete driving surface was changed per the Fire Departments request in the July 9th resubmittal in response to the January 24th Letter. Did you take care of the Concurrency? Best, Ed Ed Abbott AIA Architect Abbott Heys & Associates Inc. 1224 2nd Ave., Suite 300 Seattle, WA. 98101 206.285.1224 x 102 206.285.9366 FAX ed@aha-arch.com On 7/9/08 12:28 PM, "koon c comcast.net" <koongc@comcast.net> wrote: > Ed. > Good thing is that no appeals filed and sounds like they -City of > Federal Way- are waiting for the resubmittal with additional information. > I am sure that you are so busy but please respond with the information > they need to City, so we can finish the permit process. > Thank you for your effort. > Koong Cho > 253-318-0090 > kUcrigc@corncast.net >-------------- Original message ---------------------- > From: Greg Fewins <Greg.Fewins@cityoffederalway.com> >> Ed: >> The SEPA process for the project is now complete and there were no >> appeals filed. The city can now proceed to issue a site plan >> decision on the process III application, However we are still >> waiting a resubmittal based on the city's January 2008 and later >> technical comment letters requesting additional information or plan >> changes. Once we receive your response to the city's prior comments, >> we will proceed with the process III application review and decision. >> Greg >> -----Original Message ----- >> From: Ed Abbott [mailto:ed@aha-arch.com] >> Sent: Wednesday, July 09, 2008 10:59 AM >> To: Greg Fewins >> Cc: Koong Cho; Darrin G. Sanford >> Subject: SPEA query, >> Greg, >> Good Morning, >> Could you give me a update on the SEPA? >> I believe we are thru both the comment and appeal period. >> Are there any letters of comment or appeal? >> Thank you for your attention to our request. >> Best, >> Ed >> Ed Abbott AIA >> Architect >> Abbott Heys & Associates Inc. w >> 1224 2nd Ave., Suite 300 >> Seattle, WA. 98101 >> 206.285.1224 x 102 >> 206.285.9366 FAX >> ed r-baha-arch.com 5� VA W% CITY OF � Federal Way June 25, 2008 Ed Abbott Ed Abbott, AIA, Architect 1221 2nd Avenue, Suite 300 Seattle, WA 98101 CITY HALL " 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: FILE #07-105269-00-UP, 07-105270-00- SE, AND 07-105271-00-CN Status of Applications for Hampton Inn & Suites, 31720 Gateway Blvd South Dear Mr. Abbott: This letter details the status of various applications being processed by the City for the new hotel, and also clarifies tasks that must be undertaken before related permits can be issued. As background, the land use, environmental, and concurrency applications were received on September 21, 2007. Following resubmittals,' the applications were determined to be complete on December 13, 2007. Following receipt of revised information,2 the City issued an environmental determination of nonsignificance (DNS) on June 4, 2008. Environmental Process (SEPA) • No comments were received during the 14-day comment period following the June 4, 2008, SEPA determination. • An addendum to the SEPA decision regarding drainage discharge was issued on June 19, 2008, with no changes to the appeal period. + The SEPA appeal period ends on Wednesday, July 2, 2008, at 5-06 PM. • If a SEPA appeal is received, the City will process the appea before the Hearing Examiner at a public hearing scheduled after the land use decision is issu . An appeal hearing requires a 14-day notice. Land Use (Process " • The latest round of planning. related technical comments were sent in a January 22, 2008 letter, and included comments on the site plan, landscape plan, and lighting plan. The letter noted that the information submitted on November 29, 2007, did address previous CPTED and design guideline comments. • Before the land use decision can be issued, formal responses to the site plan issues must be submitted; specifically, the site plan issues of parking stall locations, garbage and recycling enclosure location and layout, and quantification of the required amount of interior parking lot landscaping. If you submitted information with the building permit that responds to the City's January 22, 2008 letter, this information must be submitted for the land use application using the 1 Resubmittals received on November 28 and December 11 and 13, 2007. 2 Resubmittal received on May 8, 2008. l Mr. Abbdtt y: fuW925, N08 xa Page 2 enclosed resubmittal information form for permit #07-105269-UP. Lighting and landscape items from the January 22, 2008, letter can be addressed in conjunction with building permit review. • Once the land use decision is issued, a three day no action period commences, followed by a 14-day appeal period.3 • If there is an appeal of the land use decision, the Hearing Examiner will hear that appeal in conjunction with any environmental appeal received. Concurrency • The City issued a concurrency decision on December 19, 2007; however, your traffic engineer did not agree with the traffic distribution. The City recalculated the traffic distribution and issued a revised decision. The appeal period on this decision ends on July 7, 2008. • Traffic fees identified in the concurrency decision must be paid prior to the building permit issuance. Building Permit • The building permit for the new hotel was submitted on December 19, 2007, under file #07-106838- 00-MF. • Technical building related comments were provided by the City on January 22, January 31, and April 2, 2008. A building permit resubmittal was received on June 4, 2008. However, this concerned only civil drawings (revised sheets C-01 thru C-14), revised TIRs, responses to the PW drainage comments, and revised water/sewer plans. It did not address any of the building related comments from January or April, nor those of South King Fire and Rescue. • The Public Works Department notes that the drainage issues must be resolved prior to approval of engineered site plans. • As previously noted under the land use section, any site plan changes submitted with the building permit must also be submitted for the land use application. The planning department cannot complete review of building permit revisions until issues involving site plan layout are resolved with a separate land use resubmittal. • Building permits cannot be issued until all applicable environmental and land use decisions appeal periods have commenced. NO work can commence before a building permit is issued. As noted in the June 24, 2008 letter to DNR, timber harvesting with minimal under -story disturbance could begin prior to permit issuance. Grading Permit • A grading permit to clear the site of vegetation and conduct any necessary grading or filling activity can be issued after the land use decision appeal period ends. No work other than timber harvesting with minimal under -story disturbance can occur before this permit is issued. • To apply for a grading permit, a new building permit application must be submitted consisting of five copies of the clearing, grading and fill plans, and TESC plans with applicable fees. Bonds for the TESC work must be in place before the grading permit can be issued, and all related fees paid. Please complete and return the enclosed Information Sheet for Agreement & Performance/Maintenance Bond to Kevin Peterson, Engineering Plans Reviewer. 3 Note that the June 10, 2008, letter from Isaac Conlen did not include the three no -action days required under FWCC. 4 Pro-rata share mitigation towards the project in the amount of $345,884.00. 07-105269 Doc I D 45965 Mr. Abbott June 25, 2008 Page 3 SUMMARY — To summarize, before the land use decision can be issued, additional information must be submitted. To accommodate clearing and grading of the site, a grading permit can be issued in advance of the building permit; this involves receipt of a separate application, bonds, and related fees. All environmental and land use decisions must be issued and appeal periods concluded before a grading permit and/or building permit can be issued. Before the building permit is issued, all related review of information must be concluded, and all related fees must be paid including concurrency fees. NO work can occur until a building permit or a grading permit is issued. I can be reached at 253-835-2642 if you have any questions about this letter or the next steps required. Sincerely, Deb Barker Senior Planner enc: Resubmittal Information Form Bond Information Sheet Koong Cho, Royal Hospitality LLC, 15901 West Valley Highway, Tukwila, WA 98118 Jayna Paradise, Pacific Engineering Design, LLC, 15445 53rd Avenue South, Suite 100, Seattle, WA 98188 John T. Cooke, Gordon Thomas Honeywell,1201 Pacific Ave. Suite 2100, PO Box 1157, Tacoma, WA 98401-1157 Kevin Peterson, Engineering Plans Reviewer Soma Chattopadhyay, Traffic Analyst Scott Sproul, Assistant Building Official Chris Ingham, South King Fire and Rescue 07-105269 Doc J.D. 45965 CITY OF -**k� Federal June 24, 2008 FILE CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www cityoffederalway. com Ms. Lisa Spahr Department of Natural Resources 950 Farman Avenue North Enumclaw, WA 98022-9282 RE: FILE #07-105269-00-UP Hampton Inn & Suites, 31720 Gateway Blvd South, Federal Way, WA Dear Ms. Spahr: This notice is to let you know that on June 4, 2008, the City of Federal Way issued a Determination of Nonsignificance for the Hampton Inn & Suites proposed at King County Tax parcel numbers 092104- 9185 and 092104-9035 in Federal Way for property owner Royal Hospitality, LLC. The legal description of the project is enclosed. To date, the applicant has submitted applications for land use approval, concurrency, and a building permit for the new hotel. The City anticipates issuing a land use decision at the conclusion of the environmental appeal period pending resubmittal of requested information. A concurrency decision has been issued. Although review of the building permit is still underway, a DNR clearing/grading permit per WAC 222-20-010 could be issued by the City when the land use process and associated appeal provisions have concluded. However, no permit is required for timber harvesting with minimal under -story disturbance. Also, the City of Federal Way has no objections to waiving the 14-day review period per WAC 222-20- 020(1)(c). Please contact me at 253-835-2642 if you have any questions about this letter. Sincerely, IV,el &Vut--. Deb Barker Senior Planner Enclosure as noted C: Jayna Paradise, Pacific Engineering Design, LLC, 15445 53d Avenue South, Suite 100, Seattle, WA 98188 Ed Abbott, Abbott Heys & Assoc, 1221 Second Avenue, Suite 300, Seattle, WA 98101 Koong Cho, Royal Hospitality LLC, 15901 West Valley Highway, Tukwila, WA 98118 Kevin Peterson, Engineering Plans Reviewer Doc, I D. 45954 PLEASE USE AGENCY LETTERHEAD FOR THIS LETTER Date Department of Natural Resources 950 Farman Avenue North Enumclaw, WA 98022-9282 Dear Sh This notice is to let you know that insert Local Government Entity name has issued a (DNS / MDNS) for the following proposal insert name ofproposal, permit #f or other protect identifier for insert landowner name. If this is an MDNS, the conditions are attached. The applicant has received an approved clearing and/or grading permit for this project per WAC 222-20-010 (8). We do not require a clearing and/or grading permit for this project per WAC 222-20-010 (8). We do not require a clearing and/or grading permit but require the following permit insert name of permit which has been issued to the applicant. We have no objections to waiving the 14-day review period per WAC 222-20-020 (1) (c). Legal description of proposal: Please call me at insert phone number if you have further questions. Sincerely, insert.. zency Representative name Planning Department I - we have a couple sample letters to draft for DNR. I think CFC is one. Quadrant residential south may be another. Let's be consistent in our format with what has worked in the past. I'm sure this is time critical, but we can't authorize until the UP3 decision has run it's appeal course. Greg >>> "Jayna Paradise" <jayna@paceng.com> 6/13/2008 1:48 PM >>> Greg: Darrin Sanford requested that I send the attached Class IV Conversion letter template to you for completion. We need the following items marked: X We do not require a clearing and/or grading permit for this project per WAC 222-20-010 (8). X We have no objections to waiving the 14-day review period per WAC 222-20-020 (1) (c). Please send the original to us on City letterhead. Thank you for your assistance. Regards, Jayna Paradise Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 206.431.7970 phone 206.388.1648 fax www.paceng.com Isaac Conlen From: Greg Fewins Sent: Tuesday, June 17, 2008 3:36 PM To: Isaac Conlen; Deb Barker Subject: Hampton Inn DNR Application Darrin asked that a pdf of the city's letter to DNR on the forest practice permit be sent to xayna@paceng.com. Greg Greg Fewins Director of Community Development Services 253-835-2611 PO Box 9718 Federal Way, WA 98063-9718 re .fewins cit offederalwa .com DRAFT June 25, 2608 ED ABBOT, AIA - ARCHITECT ED ABBOT r 1221 2ND AVE SUITE 300 �1 SEATTLE, WA 98101 RE: PERMIT #07-105269-00-UP; 07-105270-00- SE, AND 07-105271-00-CN STATUS OF APPLICATIONS HAMPTON INN & SUITES, 31720 GATEWAY BLVD SOUTH Dear Mr. Abbott: This letter details the status of various applications being processed by the City for the new hotel and also clarifies tasks that must be undertaken before related permits can be issued. As background, the land use, environmental and concurrency applications were received on September 21, 2007. Following resubmittals,' the applications were determined to be complete on December 13, 2007. Following receipt of revised information,2 the City issued an environmental determination on nonsignificance (DNS) on June 4, 2008. Environmental Process (SEPA) • No comments were received during the 14-day comment period following the June 4, 2008 SEPA determination. • An addendum to the SEPA decision regarding drainage discharge was issued on June 19, 2008, with no changes to the appeal period. • The SEPA appeal period ends on Wednesday, July 2, 2008 at 5:00 PM. • If a SEPA appeal is received, the City will process the appeal before the Hearing Examiner at a public hearing scheduled after the land use decision is issued. An appeal hearing requires a 14- day notice. Land Use (Process III) • The latest round of planning related technical comments were sent in a January 22, 2008 letter, and included comments on the site plan, landscape plan and lighting plan. The letter noted that the information submitted on November 29, 2007 did address previous CPTED and design guideline comments. • Before the land use decision can be issued, formal responses to the site plan issues must be submitted; specifically the site plan issues of parking stall locations, garbage and recycling enclosure location and layout, and quantification of the required amount of interior parking lot landscaping. If you submitted information with building permit that responds to the City's January 22, 2008 letter, this information must be submitted for the land use application using the ' Resubmittals received on November 28 and December 11 and 13, 2007. Z Resubmittal received on May 8, 2008 Doc. I.D. 45965 Gam-,. & , t +o ►� sir, l fie, `.t � 395�gs.4 enclosed resubmittal information form for permit #07-105269-UP. Lighting and landscape items from the January 22, 2008 letter can be addressed in conjunction with building permit review. Once the land -use decision is issued, a three day no action period commences, followed by a 14- day appeal period.3 If there is an appeal of the land use decision, the Hearing Examiner will hear that appeal in conjunction with any environmental appeal received. Coneurrency • The City issued a concurrency decision on December 19, 2007; however, your traffic engineer did not agree with the traffic distribution. The City recalculated the traffic distribution and issued a revised decision. The appeal period on this decision ends on DATE 'JA.: eTolP, O O$ • Traffic fees identified in the concurrency decision must be paid prior to the building permit issuance. Building Permit • The building permit for the new hotel was submitted on December 19, 2007. • Technical comments were provided by the City on January 22, January 31, and April 2, 2008. Revisions to the building permit were received on June 4, 2008, and have been routed to all review parties, including South King Fire and Rescue. • The Building Department has been advised that the outside structural engineer review will need approximately six weeks to review the June 4, 2008 resubmittal. • The Public Works Department notes that the drainage issues must be resolved, and ■ As previously noted under the land use section, any site plan changes submitted with the building permit must also be submitted for the land use application. The planning department will not review building permit revisions until issues involving site plan layout are resolved with a separate land use resubmittal. • Building permits cannot be issued until all applicable environmental and land use decisions appeal periods have commence Grading Permit • A grading permit to clear the site of vegetation and conduct any necessary grading or filling activity can be issued after the land use decision appeal period ends. • To apply for a grading permit, a new building permit application must be submitted consisting of five copies of the clearing, grading and fill plans, and TESC plans with applicable fees. Bonds for the TESC work must be in place before the grading permit can be issued, and all related fees paid. Please complete and return the enclosed Information Sheet for Agreement & Performance/Maintenance Bond to Kevin Peterson, Engineering Plans review. Summary — To summarize, before the land use decision can be issued, addition information must be submitted. To accommodate clearing and grading of the site, a grading permit can be issued in advance of the building permit this involves receipt of a separate application, bonds and related fees. All environmental and land use decisions must be issued and appeal periods concluded before a grading permit and/or building permit can be issued. Before the building permit is issued, all related review of information must be concluded, and all related fees must be paid including concurrency fees. s Note that the June 10, 2008 letter from Isaac Conlen did not include the three no -action days required under FWCC. Doc. I.D. 45965 I can be reached at 253-835-2642 if you have any questions about this letter or the next steps required, Sincerely, Deb Barker Senior Planner Enclosure: Resumittal Information form Bond form cc: Owner Kevin Soma Scott Chris Doc. I.D. 45965 Deb Barker From: Soma Chattopadhyay Sent: Monday, June 23, 2008 12:05 PM To: Deb Barker Subject: Hampton Inn Date Deb, Determination letter was issued on 19th December,2007. The prorata share was $365,124. We have revised that now and prorata share is $345,884. But I have not issued them yet the revised letter. Rick will talk to the applicant's traffic engineer. Thank you. Soma Deb Barker From: Kevin Peterson Sent: Monday, June 23, 2008 10:09 AM To: Deb Barker Cc: William Appleton Subject: Hampton Inn Attachments: Bond Information Worksheet.doc Deb, As we discussed earlier, they will need to bond for all TESC measures, prior to any clearing and/or grading on the site. I've asked the engineer to send me bond quantities for that work (including 'full' site stabilization). However, we will need to have the Bond Inforamtion Sheet (attached), completed (by whoever is pulling the bond), and returned to me, so that we can start the process of creating the bond documents. Can you please forward this on to the applicant ? Thanks Kevin Peterson City of Federal Way Engineering Plans Reviewer 33325 8th Ave S P.O. Box 9718 Federal Way, WA 98063-9718 Ph. (253) 835-2734 Fax (253) 835-2709 kevin.peterson@citvpffederalway.com UP-3— am""Ki In � T;. 3 Aff—a4� �-ro p✓ vvuJ CO Deb Barker From: Isaac Conlen Sent: Monday, June 23, 2008 9:58 AM To: Deb Barker Subject: FW: Hampton Status Hi Deb, here's the email I sent Ed. I forgot to cc you. From: Isaac Conlen Sent: Monday, June 16, 2008 1:58 PM To: 'ed@aha-arch.com' Cc: Greg Fewins; Scott Sproul; 'will.appleton@cityoffederalway.com' Subject: Hampton Status Hi Ed, Here's what we need to meet the schedule identified in my letter. 1. Grading only building permit submittal. When we talked by phone last week you indicated this may have been submitted already - we have no record of that. Speak with Scott Sproul, Assistant Building Official, 253 835-2633, for questions on this submittal. 2. Land use resubmittal responding to January 22, 2008 review letter written by Janet Shull. I've spoken with Deb and she indicates a resubmittal has not been received in response to this letter. When I raised this question at our sit down meeting a couple weeks ago you felt all issues were resolved - again we have no record of a resubmittal addressing these issues. With regard to your surface water design issues, it appears we'll need to make some changes - Will Appleton has been discussing this with your civil engineer. In the interest of full disclosure we will issue a SEPA addendum clarifying the change in design. This action does not affect the previously noted timeline. Let me know if you have any questions. (253) 835-2643. Isaac Deb Barker From: Greg Fewins Sent: Tuesday, June 17, 2008 3:36 PM To: Isaac Conlen; Deb Barker Subject: Hampton Inn DNR Application Darrin asked that a pdf of the city's letter to DNR on the forest practice permit be sent to 'a na acen .com. Greg Greg Fewins Director of Community Development Services 253-835-2611 PO Box 9718 Federal Way, WA 98063-9718 greg.fewins@cityoffecieralwa,y.com Deb Barker From: William Appleton Sent: Tuesday, June 17, 2008 4:42 PM To: 'dsanford@paceng.com' Cc: Kevin Peterson Subject: Hampton Inn Project Darin, To follow up on our conversation last week. The City of Federal Way, contrary to prior direction given by the City, has concluded that virtually all of the surface water generated by the subject site drains to the 1-5 corridor. Since our code does not allow for diverting water from one drainage basin into another, your project must continue to discharge water within the basin that it is currently discharging into. Based on the above understanding, public works will not hold up a clearing and grading permit based on an incomplete surface water conveyance/detention design. Regards, William Appleton, P.E. Development Services Manager 4t CITY OF t Federal Way June 10, 2008 Mr. Ed Abbot Ed Abbot, AIA — Architect 1221 2nd Avenue, Suite 300 Seattle, WA 98101 CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway.. com Re: File #07-105269-00-UP; Hampton Inn & Suites, 31720 Gateway Blvd South, Federal Way Dear Mr. Abbot: This letter is written in response to your request for a timeline to Hampton Inn permit issuance. The below narrative represents the earliest scenario under which a construction permit (grading permit in this case) for the above -referenced project may be issued. A Determination of Nonsignificance (DNS), pursuant to the State Environmental Policy Act (SEPA), was issued on June 4, 2008. The DNS requires a 14-day comment period, followed by a 14-day appeal period. The appeal period expires on July 2, 2008. Assuming that all review comments have been addressed at that time (minor issues remain unresolved), the Use Process III land use approval will then be issued (on July 3, 2008). A 14-day appeal period follows land use approval. Assuming that a grading permit is submitted to meet city requirements, it will be issued on July 18, 2008. This time -line assumes that neither the DNS nor the land use decision is appealed. I hope this satisfies your request. Please contact me if you have any questions. I can be reached at (253) 835-2643, or isaac.co»len@cityoffederalway.corEr. Sincerely, Isaac Conlen Planning Manager c: Greg Fewins, Director of Community Development Services Deb Barker, Senior Planner Kevin Peterson, Engineering Plans Reviewer Doc. LD. 45808 Page 1 of 1 Tina Piety - Hampton Inn & Suites From: Tina Piety To: ed@aha-arch.com Date: 6/10/2008 3:58 PM Subject: Hampton Inn & Suites CC: Isaac Conlen Attachments: Hampton Inn & Suites.pdf Hello, I am sending you the attached letter as requested by Planning Manager Isaac Conlen. A hard copy is also being mailed to you. E. Tina Piety, Administrative Assistant City of Federal Way PO Box 9718 Federal Way, WA 98063-9718 253-835-2601,fax 253-835-2609 file:HC:\Documents and Settings\default\Local Settings\Temp\XPgrpwise\484EA4B2CHP... 6/10/2008 44%CITY OF �� Federal Way June 10, 2008 Mr. Ed Abbot Ed Abbot, AIA — Architect 1221 2°d Avenue, Suite 300 Seattle, WA 98101 CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Re: File 907-105269-00-UP; Hampton Inn & Suites, 31720 Gateway Blvd South, Federal Way Dear Mr. Abbot: This letter is written in response to your request for a timeline to Hampton Inn permit issuance. The below narrative represents the earliest scenario under which a construction permit (grading permit in this case) for the above -referenced project may be issued. A Determination of Nonsignificance (DNS), pursuant to the State Environmental Policy Act (SEPA), was issued on June 4, 2008. The DNS requires a 14-day comment period, followed by a 14-day appeal period. The appeal period expires on July 2, 2008. Assuming that all review comments have been addressed at that time (minor issues remain unresolved), the Use Process III land use approval will then be issued (on July 3, 2008). A 14-day appeal period follows land use approval. Assuming that a grading permit is submitted to meet city requirements, it will be issued on July 18, 2008. This time -line assumes that neither the DNS nor the land use decision is appealed. I hope this satisfies your request. Please contact me if you have any questions. I can be reached at (253) 835-2643, or Isaac.conlen@cityoffederalway.corrr. Sincerely, Isaac Conlen Planning Manager c:eg Fewins, Director of Community Development Services '-Deb Barker, Senior Planner Kevin Peterson, Engineering Plans Reviewer Doc. I.D. 45808 (61212D08) ©eb 6aricer -Hampton inn- Attomey for Ans _ Page 1 -- - — - From: Monica Buck To: Deb Barker Date: 6/2/2008 11:34 AM Subject: Hampton Inn- Attorney for Ans Karl Williams Griffin & Williams, P.S. Attorneys at Law 5000 Bridgeport Way West University Place, WA 98467-2301 Phone:253-460-2973 Fax:253-460-2977 fi-12-12-flQ�8 Deb Barker-1=wci: Re:111later rasa a and meter sizin and sewer connection points for Flarri ton inn in Federal e 1 From: Greg Fewins To: Deb Barker Date: 6/2/2008 8:30 AM Subject: Fwd: Re: Water usage and meter sizing and sewer connection points for Hampton Inn in Federal Way Attachments: Plan review 031608.doc DB -fyi Greg >>> Ed Abbott <ed@aha-arc_h_.com> 5/30/2008 6:23 PM >>> Scott, Good Afternoon, HAMPTON INN & SUITES -Status of Agency reviews and revision updates requested. CIVIL Engineerina My understand of the Project Civil Engineers, is that the Lakehaven Water District has completed their review and that the water usage and meter sizing needed this information for the final permit/paper work. Please note, connection points are in the civil drawings per Darrin Sanford the Civil Engineer. SEPA State Environmental Policy Act Checklist has been reviewed by all agencies/ departments and has be approved for a SEPA DNS (Determination of Non -Significance.) My understanding from Mr. Cho who has been in contact with Deb Barker, city planner, the SEPA DNS will be signed on June 4th. Arch i to ctu ra I/Stru ctu ra I Status of the review revisions to the drawings you have requested to date. December 19, 2007 1. Drawings sent out for your review and comments your — sent out. March 16, 2008 2. First comments sent back to AHA for revisions to the Architectural and Structural drawings requesting updates to new standards. Please to refer to the attached Plan review 031608.doc: Received March 17, 2008 May 7, 2008 Response Sent back the following drawing dates and revisions requested: Drawing updates sent via email: 'I have attached the modifications and revisions per your request for your review and comments. Please let me know if there is anything else you would like to see revised. All Architectural/Structural/Civil modifications reflect this change Drawings changed: Civil layouts reflecting floor plan revisions. Structural floor plans Building elevations 1st thru 5th Floor Plans and Roof Plan Building Section thru Elevator hoist way location Elevator Plans and Sections Office layout Exercise room increased to 600+ sq.ft.' The Structural Engineer's have the our Elevator shaft relocation drawings and should be complete with their new structural calculations and drawings by this Tuesday or Wednesday. We will be resubmitting these revisions to the City by Thursday Received May 19, 2008 3. Second set of comment sent back to AHA. Your review comments: If we move the door to the suite shop to the lobby side, we can move its storage room to where the current door is. This will allow the Prep room to get larger and allows you to eliminate the current suite shop storage door and install a breakfast counter. Windows at the breakfast counter: eliminate or change to spandrel glass (612/2OO8) Deb Barker - Fwd: Re: Water usage and meter sizing and sewer connection points for Hampton Inn in Federal Vyhi yge 2 In the laundry, the linen storage room is quite large, as is the area adjacent to the linen chute. Let's massage these areas so there is more room in front of the dryers for folding linens. Otherwise, looks very good. Response: The above revisions per your request, dated May 19th 2008, are completed and will send out to you on Monday. We also are in contact with the City and have informed them of your recommended termination date of 7/1 if we do not have a permit and on site working. I have appreciated you patience's. Just hope this project is permitted by the 7/1 and not soon their after. Please review and comment Best, Ed Ed Abbott AIA Architect Abbott Heys & Associates Inc. 1224 2nd Ave., Suite 300 Seattle, WA. 98101 206.285.1224 x 102 206.285.9366 FAX ed aha-arch.com about:ed aha-arch.com On 5/29/08 4:56 PM, "Scott Guthormsen" <ScotLGuthormsen(Mhilton.com (about:Scott.Guthormsen@hilton.com )> wrote: > Koong Cho, > At what point do you find out all of the information the city needs? We > cannot be patient forever; and quite frankly it appears this project may > never start. Per CC to Mr. Francois, I recommend that if this project > does not start construction by 7/1 we issue a termination of the License > Agreement. > Scott > Scott Guthormsen scott.guthormsen0hilton.com ( about:scott.guthormsen(Mhilton.com) Please note the > underscore between Scott and Guthormsen has now changed to a dot > Director, Franchise Design & Construction - Western Region > Hilton Hotels Corp. > 9336 Civic Center Drive > Beverly Hills, CA 90210 > 310-205-3624 > 310-205-3337 FAX > 310-849-3995 CELL > ----Original Message---- • From: koonoctfcomcast.net (about:koonac@comcast.net ) [mailto-koongc0comcast.netl > Sent: Thursday, May 29, 2008 3:28 PM > To: kazCd3mega-pacific.com (about:kaz me a- acifiic.corn ); ted at - a -pa cific.com ( about:ted@meoa-nacifc.corn ); ed aha- arch.00m ( about:effiaha-arch.com ); > i€enaCo,pacena.com ( abouLife ng0)paceng.com ); dsanford @oacenq _com- ( about:dsanford aC2oacena.ccm ) F (6- 008).Deb Barker - Fwd: Re: Water usage and meter sizing and sewer_ connection .points for HarnptQn Inn in Federal WUF46e 3 > Cc: Gregory Francois; Scott Guthormsen > Subject: FW: Re: Water usage and meter sizing and sewer connection > points for Hampton Inn in Federal Way > Kaz. > Please let MEP engineer contact Pacific engineer (Jingsong Feng) to > process the project. > Thank you > Koong Cho > 253-318-0090 > koongc@comeast.net ( about:koongcOoomcast.net ) >---- ------ Forwarded Message: ----------- > From: Ed Abbott <edCOaha-arch.com (about:ed@aha-arch.com )> > To: Jingsong Feng <lfeng(olpacen_c.ccorn ( abouNfeng( paceng.com )>, Darrin Sanford > <dsa n ford 0[moeng. corn (about:dsanford(ftaceria-corn )> > Cc: Koong Cho <koonge0comcast.net (about:koenac aQcomcast.net )> > Subject: Re: Water usage and meter sizing and sewer connection points > for Hampton Inn in Federal Way > Date: Thu, 29 May 2008 19:58:05 +0000 >> Jingsong and Darrin, >> We do not have that information. >> I would guess Koong Cho's MEP engineer could help you with the water > usage >> and meter sizing. >> Please email him for the MEP engineer's contact information. » Best, » Ed » On 5/29/08 12:03 PM, "Jingsong Feng" <ifenq@p_acen_g.com ( about fen acen .com )> wrote: >>> Ed, >>> Ed, >>> We need to show the estimated domestic/commercial water usage and >>> irrigation water usage in our plan per the Lakehaven review > comments. >>> Please provide us the following information: » Ed Abbott AIA >> Architect >> Abbott Heys & Associates Inc. >> 1224 2nd Ave., Suite 300 >> Seattle, WA. 98101 » 206.285.1224 x 102 » 206.285.9366 FAX >> edMaha-arch.corri ( about:edQaha-arch.com } 6/2/2008 Deb Barker- Fwd. ke: Water trsa a and meter - Izin and sewer connection pints for Elam #on Inn in Federal e 4 Ed Abbott AIA Architect Abbott Heys & Associates Inc. 1224 2nd Ave., Suite 300 Seattle, WA. 98101 206.285.1224 x 102 206.285.9366 FAX edaaha-arch.com (about:edO-aha-arch.com ) T5 9191260— Deb Barker - Re: Hampton inn Address From: Kari Cimmer To: chris.ingham@southkingfire.org; Deb Barker; Fernando Fernandez; Kelli... CC: DevSpecs Date: 5/15/2008 12:43 PM Subject: Re: Hampton Inn Address Hi everyone — Regarding the Hampton Inn & Suites - Fernando has assigned the following address: 31720 Gateway Blvd South (as noted below). There could have been other addresses, including 31626 28th Avenue S or 31701 28th Avenue S. Amanda folders affected: 07-105269-00-UP 07-105270-00-SE 07-103614-00-PC 07-106838-00-MF 07-105271-00-CN Let me know if you have any questions! Thanks -Karl >>> On 5/12/2008 at 2:11 PM, Fernando Fernandez wrote: Hi, Kari! Deb was wondering if you could change the address in AMANDA early for the HAMPTON INN & SUITES project under 07-106838- 00. I have assigned it an address of 31720 Gateway Blvd South. Thanks Mrs. Cimmer. (4/812008) ❑eb Barker - Hampton1nn SEPA Page 1 . From: Sanjeev Tandle To: Deb.Barker@cityoffederalway.com CC: Rick.Perez@cityoffederalway.com Date: 4/7/2008 10:43 PM Subject: Hampton Inn SEPA Hi Deb, I talked to Rick about the access modification issue for this project. Rick said as the access is on the private street (Gateway Boulevard), the applicant does not need to submit an access modification letter anymore. I wont call the architect regarding this anymore. However, Rick mentioned that Trip Distribution for Concurrency Analysis (Soma is working on the report) is not yet resolved and Soma is yet to hear back from the applicant. If any other questions, please let me know. Thanks Sanjeev 206.450.5845 i_(4171200$} Deb Barker - Marriot From: "Ingham, Chris"<Chris. Ingham @south kingfire.org> To:<deb.barker@cityoffederalway.com> Date: 4/4/2008 5:08 AM Subject: Marriot Deb, Here you go! Where elevators are provided in buildings four or more stories above grade plane, at least one elevator shall be provided for fire department emergency access to all floors. The elevator car shall be of such a size and arrangement to accommodate a 24-inch by 84-inch ambulance stretcher in the horizontal position. Chris Ingham Deputy Fire Marshal 253-946-7244 fax 253-529-7206 chris.ingham@southkingfire.org {4/2. &68j Deh Barker - Re harripian inn From: Janet Shull To: Patrick Doherty CC: Deb Barker Date: 4/2/2008 1:15 PM Subject: Re: hampton inn Hi Patrick, I have not heard any such rumor about Mr. Cho backing out of the project. However, I am aware that there are some unresolved issues related to stormwater conveyance system design. Apparently, the site is situated on the border of two different drainage basins and the proposed stormwater system wouldn't work as designed. Sean Wells was working with the applicant's civil engineer to get the issues resolved. However, as you know Sean is no longer with the city, and I did not hear whether all the issues were resolved prior to his departure. There may be other water/san. sewer connection issues, but that would be news to me. I am copying Deb on this because the project has actually been re -assigned to Deb. Janet. >>> Patrick Doherty 4/2/2008 12:31 PM >>> I heard a rumor that Mr. Cho may be backing out of this project due to concerns over the water/sewer connection costs or some such thing ... does any of that ring a bell with you? Can you let me know asap for a status report I'm putting together this aft? Thanks PDD �41312008) Deb Barker -Pipe Sizing — - _ _ - - Page 1 From: Ed Abbott <ed@aha-arch.com> To: Deb Barker<Deb.Barker@cityoffederalway.com> Date: 4/2/2008 4:08 PM Subject: Pipe Sizing Deb, Good Afternoon, Just got this message from Darin Sanford. They have change one of the out flow pipes from a 12" to a 18". Let me know what I need to anything with the SEPA. Best, Ed Message from Darrin ------ Forwarded Message From: "Darrin Sanford" <dsanford@paceng.com> Date: Wed, 2 Apr 2008 11:52:57 -0700 To: "Ed Abbott" <ed@aha-arch.com> Subject: RE: Hampton Inn & size of pipes Ed, I have looked into our revised storm detention/conveyance design and we have a single run of 18" storm line for 1.6 If.1 would make the statement that storm pipe diameter may need to be sized up to 18" in the review and approval process. That way we are covered. If stated up front this should never be an issue. Darrin G. Sanford Project Manager, Member Pacific Engineering Design, LLC 15445 53rd Ave. S. Seattle, WA 98188 V: 206.431.7970 F: 206.388.1648 www.paceng.com (TN/2008) Deb Sacker - F'wd: Status of SEPA and Civil drainage �; - _Page 1! From: Janet Shull To: Deb Barker CC: Sean Wells Date: 3/24/2008 3:02 PM Subject: Fwd: Status of SEPA and Civil drainage >>> Ed Abbott <edC aha-arch.com> 3/24/2008 11:54 AM >>> Janet & Greg, Could you update us on the progress of the SEPA and Civils. If there is anything you need please give me a call and/or email me. Thanks for all your help. Best, Ed Ed Abbott AIA President -Architect Abbott Heys & Associates Inc. Architecture -Interior Design 1221 2nd Ave. Suite 300 Seattle, WA. 98101 206-285-1224 x 102 206-285-9366-FAX ed0aha-arch.com Page 1 of 3 Janet Shull - Re: Hampton Inn Hotel Development From: Sean Wells To: Jingsong Feng Date: 3/7/2008 4:00 PM Subject: Re: Hampton Inn Hotel Development CC: Darrin Sanford; Janet Shull Jingsong and Darrin, I've looked at the TIR replacement sheets you've provided, along with the other items we've discussed recently in phone conversations and I have the following questions, comments and concerns: TIR and Backwater Calcs la. Was the existing vault downstream of the site designed for any detention of this site? In other words, was the Hampton Inn site planned in the upstream calcs for the vault? 1b. Same question related to the tank located directly south of the site? 2. The downstream analysis needs to extend farther west, to the point where the drainage system turns south and enters into the Commons Mall site. This is about 1,000 feet west of McDonald's. 3. The conveyance requirement for the new system onsite shall be designed with sufficient capacity to convey and contain the 25-year peak flow. However, the conveyance requirement for existing systems (all of the offsite piping) must be analyzed and shown to have sufficient capacity to convey and contain at minimum the 10-year peak flow. You must also demonstrate that the 100-year peak flow will not create or aggravate a "severe flooding problem". (Refer to KCSWDM Core Requirement #4, Section 1.2.4.2) 4. Any work offsite on private property (i.e.: the downstream system changes near the existing detention vault) will require properly owner permission and approval. We will need verification that the property owner has and/or will grant approval to do the work prior to the land use approval. If that's not possible, then the alternatives are: - onsite detention/retention, discharging at pre-existing level 1 flow rates. Kitts pro-rata share would not be paid. - Alternate downstream routes could be investigated, assuming there are no basin breaks in the downstream system. 5. Provide flow analysis for each sub -basin (Al, A2, A3, etc) for the downstream pipe calculations. 6. If the Filtera system is desired as an experimental use for water quality treatment, then you will need to submit an Experimental Drainage Design Adjustment to the City for review. We will need to see that four criteria are met. Those criteria are listed in Section 1.4.2 of the Federal Way Addendum to the 1998 KCSWDM. We will also need verification that this product has been approved for use by the Washington State Department of Ecology. Any DOE conditions of approval will more than likely carry over to a City approval, if granted. 7. The mitigation amount (pro-rata share) for discharge undetained into Kitts Corner is based on the gross square footage of the site. Please state in the report what that area is, and how the mitigation was determined. 8. Shouldn't the backwater analysis of the downstream system be continuous, and not broken into two segments at the vault? Couldn't you treat the vault as full in the analysis, and add the vault discharge flows for the Q10 and Q100 to the base flow, as if it were its own separate basin in the analysis? Would you get the same file://C:\Documents and Settings\default\Local Settings\Temp\XPgrpwise\47D16680CHP... 3/11/2008 Page 2 of 3 results? In theory you should...? Public Works is not willing to approve the SEPA review, nor the Land Use Approval until these items are resolved. Let me know if you have further questions or concerns. Sincerely, >>> "Jingsong Feng" <jfeng@paceng.com> 2/28/2008 2:15 PM >>> Sean, Attached is part of the revised downstream analysis for the proposed Hampton Inn hotel. We prefer to pay the pro-rata share for Kitts Corner Regional facility instead of doing onsite detention. Onsite water quality treatment will be provided by an onsite wet vault. Since the vault is for water quality only, its overall size is a lot smaller than the combined detention/wet vault of the previous design and can be easily fit in the southwest corner of the site. To mitigate the existing capacity problem in the conveyance system along Gateway Center Blvd, we will enlarge the orifices in an existing detention vault at the southwest corner of the Gateway Center (see maps in A9 in ds2.pdf). The existing orifices were under sized, thus the flow control can be easily clogged and water can overflows from the vault for a 2 year storm and create overtopping at some upstream catch basins along Gateway Center Blvd. Existing conveyance system also fails in back to back storm events in the winter time, because the previous storm events can easily fill up the vault, and the vault will provide no detention for the later storm events. By enlarging the orifices, the vault can provide detention that can keep the downstream system within capacity and keeping the upstream storm system working without overtopping by lower the water surface inside the vault. The existing storm system along Gateway Center Blvd will be able to handle the 100 year storm and back to back storms after enlarging the orifices in the flow control of the existing vault. The city has upgraded some of the critical downstream conveyance systems from S 320th Street to Kitts Corner Regional facility in several previous projects. Assume the conveyance system downstream from the intersection of S 320th Street and Gateway Center Blvd. has enough capacity. Please review the attached analysis and tell us if this concept works. Thanks, Jingsong Feng, P.E. Pacific Engineeering Design LLC Phone: 206-431-7970 Fax: 206-388-1648 fileWC:\Documents and Settings\defaultTocal Settings\Temp\XPgrpwise\47D16680CHP... 3/11/2008 Page 3 of 3 E-mail: "fen paceng.com file://CADocuments and Settings\default\Local Settings\Temp\XPgrpwise\47D16680CHP... 3/11/2008 (412812iiQ8}^€7eb Barker- Fwd: Re: Hampton Iris_& Suites -Federal Vllay prvjecF. _._ .. _ _ -_ J --�- - ---Page 1 From: Deb Barker To: Janet Shull Date: 4/28/2008 12:28 PM Subject: Fwd: Re: Hampton Inn & Suites Federal Way project. Attachments: 12232557010. DOC Hello Mr. Cho - I am the new planner on this project. I will be able to proceed with the application and issue an environmental determination (SEPA) once I have a formal response from the applicant regarding the item raised in the attached letter. Please do not hesitate to contact me at the number below if you have any questions. Regards Deb Barker, Senior Planner City of Federal Way PO Box 9718 Federal Way, WA 98063-9718 253-835-2642 >>> Janet Shull 4/28/2008 9:19 AM >>> FYI. Janet. >>> <koonoc@comcast.net> 4/25/2008 2:50 AM >>> Ms. Janet Shull. I am sure that you are so busy with many other project but Would you let me know the permitting status for the Hampton Inn Federal Way Project. Thank you for your help. Koong Cho 253-318-0090 koongc@comcast.net -------------- Original message ---------------------- From: "Janet Shull" <Janet.Shull@cityofFederaiway.com> > Mr. Cho, > I have looked through your project files to determine the status of your > project. attroney From: Janet Shull To: Deb Barker Date: 4/28/2008 12:39 PM Subject: Mr. Cho's attroney I believe it is John Cooke. I don't know the firm's name JT Cooke Gordon, Thomas, Honeywell, Malanca, Peterson & Daheim LLP 1201 Pacific Ave., Suite 2100 PO Box 1157 Tacoma, WA 98401 Phone: (253) 620-6473 Fax: (253)620-6565 �4128120Q8 Deb Barker - Fwd: Re: Harpp;gQ Inn & $elites Federal Waji prnje�E. _ _ _�age2' > When we spoke yesterday, I mentioned that the next step in our review process > would be to issue a SEPA decision. I have looked at that file and see that the > public works dept. had comments on the SEPA checklist that were forwarded to > your project architect on January 23. Those comments must be addressed and SEPA > checklist resubmitted. Once the checklist is resubmitted it will need to be > reviewed by public works staff again prior to our issuing a SEPA decision. Once > the SEPA decision is issued, there is a 28-day comment and appeal period that > must run its course before the city can issue a land use decision. > With regard to the Land Use review process, two letters have been sent dated > January 22 and January 25 with staff review comments for the site and civil > plans. Those comments must be addressed and plans resubmitted and reviewed > before a land use decision can be issued. This process can run concurrent with > the SEPA comment/appeal period, but we can not issue a land use decision until > after the close of the SEPA comment/appeal period. > After the land decision is issued there is a 14-day appeal period for the land > use decision which must run its course before a building permit can be issued. > After the close of the appeal period, a building permit can be issued if the > building permit plans are ready for issuance. > You may want to check with your architect and engineering staff to see where > they are with responding to technical comments. > Your first priority would be resubmitting the SEPA checklist addressing Public > works comments. > Let me know if you have any additional questions. > Janet Shull > 253-835-2644 > >>> <kooncic@comcast.net> 2/26/2008 3:30 PM >>> > Ms. Janet Shull. > I have sent e-mail to you this morning regarding about permit status for the > Hampton Inn & Suites Federal Way project. > We are hope and anticipate to break ground month of April 08 for the > Construction. Would you advice me what I have to do or/and expect / prepare (if > any) with status of permit for the project. > Your response and advice is very important for this project. > Thank you [ �412$12D0 3) Deb Barker - Rwd: Re: Hammon Inn & Suites Federal W 4 project. Page 3 r ] Koong Cho * 253-318-0090 ] koonac(okomcast.net Page 1 of 2 Janet Shull - Re: Hampton Inn & Suites (07-105269-00-UP) 31626 28th Ave S From: Sean Wells To: Jingsong Feng Date: 2/5/2008 2:21 PM Subject: Re: Hampton Inn & Suites (07-105269-00-UP) 31626 28th Ave S CC: Darrin Sanford; ed@aha-arch.com; Janet Shull; koongc@comcast.net Jingsong: In lieu of providing onsite detention, your project may elect to convey stormwater to Kitts Corner regional facility. The pro-rata share contribution amount is $21,609 per acre, which is applied to the entire site irrespective of proposed impervious area. The downstream conveyance system must have capacity for the additional stormwater. Any necessary upgrades to the downstream conveyance system is your responsibility. Water quality treatment must be provided onsite prior to discharge. This information was transmitted twice to your design team. First in the April 29, 2005 Preapplication Conference Summary Letter, and again in the August 7, 2007 Preapplication Conference Summary Letter. I'm somewhat shocked you haven't seen it until now. Sincerely, Sean R. Wells, P.E. Sr. Engineering Plans Reviewer City of Federal Way Public Works Department Ph: (253) 835-2731 / Fx: (253) 835-2709 >>> "Jingsong Feng" <jfeng@paceng.com> 2/5/2008 10:31 AM >>> Sean, According to your comments, this site is within the Kitts Corner Regional Detention Facility basin, and may elect to participate with a pro-rata share for flow -control. We want to know the cost of the pro-rata share based on the required detention volume of 16,895 cf (Developed drainage area includes 1.42 acres of impervious area and 0.53 acre of till grass). Thanks, Jingsong Feng, PE file://CADocuments and Settings\default\Local Settings\Temp\XPgrpwise\47A870D6CHPO... 2/5/2008 Page 2 of 2 Pacific Engineeering Design LLC Phone: (206) 431-7970 Fax: (206) 388-1648 E-mail: jLeng@paGeDcL.com file://C:\Documents and Settings\default\Local Settings\Temp\XPgrpwise\47A870D6CHPO... 2/5/2008 CITY OF CITY HALL � Federal Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com January 25, 2008 rP. Mr. Ed Abbott Abbott Heys Associates, Inc. 1221 2°a Avenue, Suite 300 Seattle, WA 98101 Re: Permit #07-105269-00-UP; PUBLIC WORKS TECHNICAL REVIEW COMMENTS Hampton Inn & Suites, 31626 28th Avenue South, Federal Way Dear Mr. Abbott: Enclosed please find technical review comments prepared by Senior Engineering Plans Reviewer Sean Wells, P.E., of the Public Works Department. If you have any questions regarding the enclosed comments, please contact Mr. Wells directly at 253-835-2731, or sear.wells&ityoffederalway.com. In addition, Mr. Wells has indicated that he is available to meet with you and the engineering consultant if you find that would be beneficial. Again, please contact Mr. Wells directly if you would like to set up a meeting with him. Sincerely, U—C J et Shull, AICP Senior Planner Enc: January 18, 2008, Memorandum from Sean Wells c: Sean Wells, P.E., Senior Engineering Plans Reviewer Scott Sproul, Assistant Building Official Sanjeev Tandle, Parametrix Chris Ingham, South King Fire and Rescue Brian Asbury, Lakehaven Utility District Doc. I.D. 43W CITY OF A. Federal January 22, 2008 CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box°9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Mr. Ed Abbot, AIA Abbott Hayes and Associates, Inc. 1221 2nd Avenue, Suite 300 Seattle, WA 98101 Re: Permit #07-105269-00-UP; PLANNING DIVISION - SECOND TECHNICAL REVIEW COMMENTS Hampton Inn & Suites; 31626 28th Avenue South, Federal Way Dear Mr. Abbott: This letter contains the second Planning Division technical review comments for the proposed site plan, landscaping, site lighting, site details, and building elevations for the above -referenced project. The following items received November 28, 2007, were reviewed: site plan — sheet AS-1, trash receptacle, bench and bike rack specifications, ground floor trellis details, and colored elevations. In addition, the following items received December 11, 2007, were reviewed: lighting plan - sheet LP-1 and letter from Glenn Takagi resp6nding to comments on preliminary landscape plans. These resubmitted items were provided in response to technical review comments provided in an October 25, 2007, letter. Please note, the following technical review comments are related to the Land Use Process III Approval. At the time of this writing, the City is proceeding with SEPA review, and issuance of a SEPA determination is not dependent upon your response to the following comments. 1. Site Plan Two existing parking stalls located partially on the subject site and partially on the lot adjacent to the subject site are not viable parking stalls. Please refer to the enclosed redlined site plan and revise the site and landscape plans as indicated. In addition, the loss of these parking stalls should be taken into consideration in documenting that parking requirements can be met for the hotel project and overall Gateway Center development. Reference parking review comments that are contained in a separate January 11, 2008, letter from this department. d The refuse area needs to be a minimum of 18 feet in interior width (the site plan indicates a width of 14 feet). The proposed location for the refuse area does not appear to meet accessibility requirements (specifically, if cars are occupying the adjacent parking stalls access to the refuse area will be blocked). The applicant is advised to contact the City's waste manager (Waste Management's Senior Route Manager John Davis at 206-786-4530 [cell]). Permit #07-105269-00-UP Doc 1 D. 43709 Mr. Ed Abbot, AIA Page 2 January 22, 2008 Provide the International Building Code structure type and occupancy classifications. 2. Landscaping: Comments are per review of letter from Glenn Takagi received December 11, 200T • Revised landscape plans are required prior to Process III land use approval. While the memorandum referenced above addresses all of the Planning Division review comments (per October 25, 2007, letter) in narrative form, the following noted items must be shown on a revised landscape plan and resubmitted for review prior to land use approval. a. Quantify on the landscape plans how the 25 percent minimum drought tolerant plant materials requirement is being met (Federal Way City Code [FWCC) 22-1564[f]). Per the applicant's memorandum referenced above, all but rhododendron and lawn are drought tolerant species. Therefore, a note may be added to the landscape plans to show this is how the requirement is met. b. Provide the dimensioning and square footage for each of the proposed interior parking lot landscape islands and total area for proposed interior parking lot landscaping. For 109 parking stalls, a minimum of 2,398 square feet of interior parking lot landscaping must be provided (109 stalls times 22 square feet per stall equals 2,398 square feet). The applicant's memorandum states that a plan showing planter islands and their size/dimensioning was attached, but it was not submitted with the memorandum and therefore has not been reviewed. c. Provide foundation landscaping beds along the entire length of the west fagade. Specifically, foundation planting beds should be added in the area adjacent to the rooms as indicated on the site plan resubmitted November 29, 2007. Since the ground level windows provide egress, thorny plants are not required, but some foundation landscaping should be provided. d. Each interior parking lot landscape island must contain at least one tree (two if the island is larger than 150 square feet) and must also contain shrubs and groundcover planted throughout. The planting plan and materials list must be revised to provide for additional planting materials to meet this requirement. e. Indicate how the proposed parking lot landscaping is integrated with the existing parking lot landscaping in the parking area to the southwest. f. Identify the perimeter landscape areas with the label, "Type III perimeter landscaping." The perimeter landscape areas must be planted with a mixture of evergreen and deciduous trees, large shrubs (24 inches minimum height), and groundcover. The planting plan and materials list must be revised to provide for additional trees, shrubs, and groundcover to provide for a continuous screen along the north and east perimeter planting areas. 3. Lighting Plan • The north arrow is shown incorrectly on the plan, please correct. Permit #07-105269-00-UP Doc. I D. 43709 Mr. Ed Abbot, AIA Page 3 January 22, 2008 e The lighting plan submitted on December 11, 2007, shows portions of the parking lot located on the north and east sides of the building are not illuminated. The applicant may wish to consider providing additional lighting within these areas of the parking lot. Revise the lighting plan to show the proposed building -mounted and landscaping lighting. 4. Community Design Guidelines & Crime Prevention through Environmental Design • The color -rendered elevations and supplemental trellis and site furnishing design details submitted on November 29, 2007, satisfy the comments contained in the October 25, 2007, letter. Please submit six copies of revised plans and include a resubmittal form with each resubmittal. If you have any questions about this letter, I may be contacted at 253-835-2644, orjanet.shull@cityoffederalway.com. Sincerely, Shull, Janet S , AICP Senior Planner Enc: Resubmittal Form Redlined Lighting Plan c: Scott Sproul, Acting Assistant Building Official Sean Wells, Engineering Plans Reviewer Sanjeev Tandle, Perteet Engineering Chris Ingham, South King Fire and Rescue Brian Asbury, Lakehaven Utility District Permit 407-105269-00-UP Doc.1 D 43709 January�008 Ed Abbot, AIA Abbott Hayes and Associates, Inc. 1221 2nd Ave, Suite 300 Seattle, WA 98101 i� V P , PCW lC. o Of . 0 U+ 601� RE: PLANNING DEPARTMENT - SECOND TECHNICAL REVIEW COMMENTS; Permit #07-105269-00-UP; HAWTON INN & SUITES - 31626 28th Ave S Dear Mr. Abbott: This letter contains the 2nd Planning Department technical revif-,w the proposed site plan, landscaping, site lighting, site ` renced project. The following items dated recei V1 0` ! a - Sheet AS-1, Trash receptacle, bench and bike rack I I Po, d elevations. In addition, the following items received De W 0 Sheet LP-1, and Letter from Glenn Takagi responding t a�M,(;' se resubmitted items were provided in response to tec: 0,1,11 J 25, 2007 letter. Please note, the following technic Vll Process III Approval. At the time of this writing, the Ci of a SEPA determination is not dependent of rc 1. Site Plan • Two existing parking: - Tally on the lot adjacent to the subject the enclosed redlined site plan and revise the n, the loss of these parking stalls should N —-iiiUlLIng that parking requirements can be met for the hotel-1.vj1A;L anti overall Gateway Center development. Reference parking review comments that are contained in a separate letter from this department dated January 11, 2008. • The refuse area needs to be a minimum of 18 feet in interior width (the site plan indicates a width of 14 feet). The proposed location for the refuse area does not appear to meet accessibility requirements (specifically, if cars are occupying the adjacent parking stalls access to the refuse area will be blocked). The applicant is advised to contact the City's waste manager (Waste Management's Senior Route Manager John Davis at 206-786-4530 [cell]). • Provide the International Building Code structure type and occupancy classifications. 2. Landscaping: comments are per review of letter from Glenn Takagi received December 11, 2007 Doc. I.D. + Revised landscape plans are required prior to Process III land use approval. While the memorandum referenced above addresses all of the Planning Department review comments (per letter dated October 25, 2007) in narrative form, the following noted items must be shown on a revised landscape plan and resubmitted for review prior to Land Use Approval. a. Quantify on the landscape plans how the 25 percent minimum drought tolerant plant materials requirement is being met (FWCC 22-1564[fJ). Per the applicant's memorandum referenced above, all but rhododendron and lawn are drought tolerant species. Therefore, a note may be added to the landscape plans to show this is how the requirement is met. b. Provide the dimensioning and square footage for each of the proposed interior parking lot landscape islands and total area for proposed interior parking lot landscaping. For 109 parking stalls, a minimum of 2,398 square feet of interior parking lot landscaping must be provided (109 stalls x 22 square feet per stall = 2,398 square feet). The applicant's memorandum states that a plan showing planter islands and their size/dimensioning was attached, but it was not submitted with the memorandum and therefore has not been reviewed. c. Provide foundation landscaping beds along the entire length of the west facade. Specifically, foundation planting beds should be added in the area adjacent to the rooms as indicated on the site plan resubmitted November 29, 2007. Since the ground level windows provide egress, thorny plants are not required, but some foundation landscaping should be provided. d. Each interior parking lot landscape island must contain at least one tree (two if island is larger than 150 square feet) and must also contain shrubs and groundcover planted throughout. The planting plan and materials list must be revised to provide for additional planting materials to meet this requirement. e. Indicate how the proposed parking lot landscaping is integrated with the existing parking lot landscaping in the parking area to the southwest. f. Identify the perimeter landscape areas with the label, "Type III perimeter landscaping." The perimeter landscape areas must be planted with a mixture of evergreen and deciduous trees, large shrubs (24 inches minimum height), and groundcover. The planting plan and materials list must be revised to provide for additional trees, shrubs, and groundcover to provide for a continuous screen along the north and east perimeter planting areas. 3. Lighting Plan • The north arrow is shown incorrectly on the plan, please correct. • The lighting plan submitted on December 11, 2007 shows portions of the parking lot located on the north and east sides of the building are not illuminated. The applicant may wish to consider providing additional lighting within these areas of the parking lot. • Revise the lighting plan to show the proposed building -mounted and landscaping lighting. 4. Community Design Guidelines & Crime Prevention through Environmental Design • The color -rendered elevations and supplemental trellis and site furnishing design details submitted on November 29, 2007 satisfy the comments contained in the October 25, 2007 letter. Parkin (�, [`,• e`� • ease xiefer to sep�irate le dated uary 11, 008 fram'fhis depa ent for sped ��`^" commen an aiking issues t�to the propose otel development.`) Doc. I.D. Please submit six copies of revised plans and include a Resubmittal form with each rsubmittal. Sincerely, Janet Shull, AICP Senior Planner Enc: Resubmittal Form Redlined Site Plan Redlined Lighting Plan Scott Sproul, Acting Assistant Building Official Sean Wells, Engineering Plans Reviewer Sanjeev Tandle, Perteet Engineering Chris Ingham, South King Fire and Rescue Brian Asbury, Lakehaven Utility District Doc. I.D. i PARKING RF-aUIREI" TENTS ON -SITE PARKING 143 ROOM BUSSINESS HOTEL 109 STALLS TApwrrs cmars�rNTS n r MAACJ4 2007) &kmn ON HEATH ff OFF SITE PARKING (GATEWAY CENTER) BUILDING TYPE . SQUARE FOOTAGE REQ. STALLS RETAIL 81,399 SQ. FT 271.33 RESTAURANT 29.051 SQ. FT. 200.51 THEATER 42,706 SQ. FT. 427.06 E. HOTEL 160 ROOMS 144 TOTAL 1133 STALLS TOTAL STALLS pNsoFFsfm) 10,0 STALLS 4 1Z'35 STA4-LS - 1242 STALLS (1245 STALLS PROVIDED) PARKING SUMMARY ON -SITE PARKING GOMPAGT �� 30 S�-OZ1187 LARGE 79 S TOTAL (DN--SiTF-) OFF SITE PARKING (GATEWAY GENTER) EXISTING 1238 STALLS PARKING LO55 PARKING LOSS - 102 STALLS . TOTAL STALLS (ON & OFF -SITE) PARKING STALLS 1245 STALLS GATE 3/4'ADX GRADE CEDAR PLY OVER 15 x 15 H55 FRAME TRIMED W/ 2.6P BROWN CAP AND b l TPJMSLVpogrf+O BY 4x6 Vl' BRpWpJ npSY IV-D VY [iNl_V, �ABIE 2Q RCEDAR OVER 4,4 P BROWN BEAM BOLTED TO Q 6rG PT BROWN P'J' ST BOISED TO B:.B Df BROWN POST I Refuse Enclosure W = 1'-O' BOWMI .FENM EKSTNG Architectural Site . r = zo-01 ,� 'REFER TO LANDSCAPE PLAN FOR ALL PLANT/LANDSCAPE LOCATIONS FENCE: 3/4 ADX GRADE CEDAR PLY OVER 2. P FRAME T29—M W/ 0 2.S PT BFZ l C" AND 11 OED`R BAYTONS TREU15 2.2 CEDAR OVER 4.4 PT BROWN BEAN BOLTED TO Gr PT BROWN POST BOLTED TO &.8 PT BROWN POST FENCE 3,W ADX GRADE CEDAR PLY OVER 2. PT FRAMIE TRMMED W/ 2.6 FT BROV.M CAP AND W CEDAR BATTENS GATE 3/4' ADX GRADE CEDAR PLY OVER 15 x 15 HS.S. FRAME TRIMED W/ 2,6 PT BROWN CAP AND l CEDAR TRIM SUPPORTED BY 4x6 PT BROWN POST AND V2' GALV. CABLE GATE GATE SECTION WEST ELEVATION Opnr-=e G m ARCMTFLTURE 'NTEZOQ DESIGN ads 9EO�SFEi1FA fl'�ci eow.rro a aygaTr LT�TE o►wwurruron 4. , 11�p1 11/26/07 0616 STUDIO 07-- 105U6 h�fr'L`��ED NOV 2 8 2002 A A AELEVATION SIDES CITY OF ---_.- Fe d e ra I Wa,�y DATE: January 18, 2008 TO: Janet Shull FROM: Sean Wells, P.E. zG SUBJECT: HAMPTON INN & SUITES - (07-105269-00-UP) 31626 28TH AVE S - PWDS Technical Comments MEMORANDUM Public Works Department We have reviewed the preliminary analysis and plans for Hampton Inn & Suites project, date stamped received September 21, 2007, and found items that need to be addressed prior to receiving preliminary approval from Development Services. These items are in accordance with Chapters 21 and 22 of the Federal Way City Code and the 1998 King County Surface Water Design Manual, and are as follows: Preliminary Surveys: 1. The Hansen Survey (Mar 2007) and the Anderson Survey (Mar 2005) do not reflect the actual conditions in the field at this time. Several changes by WSDOT with relation to the north and east sides of the property are not reflected with these plans. Because these surveys appear to be the base for the preliminary engineering plans, revise the surveys to include the WSDOT changes and resubmit. General Comments: 1. According to the Pre -application conference summary letters dated April 29, 2005 and August 7, 2007, this site is within the Kitts Corner Regional Detention Facility basin, and may elect to participate with a pro-rata share for flow -control, or may elect to not participate by providing a flow - control facility on -site. According to the plans, this site is proposing the latter —providing its own on - site stormwater flow control in a combined underground detention and water quality vault. This method is acceptable; however, the downstream path remains the same. a. The location of the vault within the fire -lane dictates that the vault be "super -structural", in that the vault lid now needs to meet structural requirements pertaining to puncture loading by the fire department's outriggers. b. The access points may not be located underneath the drive -up awning/canopy. c. The awning/canopy supports show that they will be located directly over the top of the vault. This poses several structural and logistical challenges with the design of both facility. d. The overflow outfall of the vault is currently shown connected to the sanitary sewer. This overflow is handles within the control structure, and is not allowed to connect to the sanitary sewer facility. e. The outfall of the vault is shown connecting to a catch basin within WSDOT limited access right-of-way. This appears to break the downstream basin, and is prohibited by the KCSWDM. If approved, this will require permit approval from WSDOT, which may hinder proj ect timing and approvals. The City can not approve the land use decision until the storm water outfall location is known and secured for use. f. Electing to treat the stormwater roof runoff in a water quality facility is unnecessary. 2. According to the Pre -application conference summary letter dated August 7, 2007, there is a drainage pipe that discharges stormwater runoff onto the north side of the property. This drainage is then conveyed southerly via an onsite ditch. This drainage runoff was historically collected by WSDOT on the eastern side of the 1 )arty, but since the addition of the 317th HC ccess, the runoff is no longer collected by WSDOT, and is infiltrating onsite via a closed depression. The applicant needs to work with WSDOT to re -open this drainage conveyance to the I-5 system, or handle the runoff as a closed depression through the methods of the King County Surface Water Design Manual. Preliminary Eneineering Plans 1. Access to the trash enclosure is unacceptable. The design must accommodate an unobstructed, safe enclosure ingress and egress for service vehicles, directly in line with enclosure openings. 2. The north access driveway must be clearly labeled for fire access, and the driveway blocked from public use. Refer to Fire Department requirements for bollards or a gate. 3. Easement rights onto the neighboring property for demolition and construction of the existing parking lot must be provided prior to land use approvals. 4. The portion of Gateway Blvd being reconstructed at the north west corner of the site must conform to Street Standard Detail 3-2Q, which requires a 12-foot wide sidewalk with street trees in planter wells. 5. Update all of the standard details on the plans with the most current details, which can be located on our website at http://www.cityoffederalway.com. 6. Dimension the building on the civil plans. 7. Review the on -site ADA accessibility standards and ensure site compliance with federal law. 8. The Architectural site plan (AS-1) and the Civil site plan (C06) have discrepancies in the location of the accessible parking stall locations. Please review and revise as necessary. Preliminary Storm Water Technical Information Report 1. The report submitted was only a level one downstream analysis. Submit a preliminary technical information report in accordance with the 1998 King County Surface Water Design Manual standards and requirements. 2. The downstream analysis states that the property size is 1.94 acres. The land survey submitted states the property is 2.35 acres. The assessor's records show 2.30 acres. Please correct the discrepancy between the three documents. 3. The downstream analysis fails to analyze the Kitts Corner downstream basin. Please revise the report to include, as a portion of the site does indeed drain there. 4. The onsite closed depression identified in the downstream analysis is receiving water from 28th Ave. S. The report states that the depression "overtops the emergency overflow weir near the southeast corner of the site. Runoff overflows the emergency spillway across the east boundary to the I-5 freeway ditch...". The City has no records that this onsite closed depression is designed as a retention facility, and therefore should not be analyzed as such. Based on a site visit by City staff, there is also no evidence that there is any overflow from this facility over the bank onto I-5. Please review the site and revise the report as necessary. The last two paragraphs in the downstream analysis "Task 3" conflict with each other. Please review and revise as necessary. --) FILE CITY OF A- Federal January 11, 2008 Ed Abbot, AIA Ed Abbot Architect 1221 2"d Avenue, Suite 300 Seattle, WA 98101 CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.cam RE: File #07-105269-00-UP; TECHNICAL REVIEW COMMENTS - PARKING Hampton Inn & Suites, 31626 28`h Avenue South, Federal Way Dear Mr. Abbot: City staff is currently reviewing resubmitted items for the above -referenced project received November 28, 2007 and December 11, 2007. This letter addresses parking requirements for the proposed Hampton Inn and related parking requirements for the larger Gateway Center development of which the Hampton Inn parcels are a part. Additional technical comments on the resubmitted items will be provided in a separate letter. The following is a summary of the preliminary technical comments related to evaluating parking requirements contained in my letter dated October 25, 2007. Following each item is staff comment on the current status of review for each item: A. As stated in the August 7, 2007, Preapplication Conference Summary, adjacent property owner(s) may need to authorize the application depending on the proposal and terms of any recorded easements or restrictions on the use of the property. In response, a March 31, 2005, memorandum from Jennifer Wing of Eisenhower and Carlson, PLLC, to Terrence Donahue regarding parking issues was submitted along with the title report. Two copies of the recorded October 7, 1989, document Declaration of Easements and Restrictive Covenants (recorded under King County Recording No. 8910101211) referred to in this memorandum need to be submitted for review by the City. Staff Response: Excerpts from the above -referenced document have been provided by the applicant and also by Bill and Sue An (property owners at Gateway Center), but we require a copy of the recorded document in its entirety for review. The document is referred to in correspondence as an easement and as a covenant. As stated above, depending on the nature of the agreement, the city may require authorization from adjacent property owners in order to issue land use approval for the project. B. The October 25, 2007 letter, also stated that the application must demonstrate that, with the development of the proposed hotel, an adequate number of parking stalls for all uses within the geographic area governed by the existing parking easements and covenants is provided for per Federal Way City Code (FWCC) Chapter 22, Article XV, Off -Street Parking. Mr. Abbot January 11, 2008 Page 2 Staff Response: A site plan for the Hampton Inn site was submitted November 28, 2007, that provides information regarding existing parking for Gateway Center as well as for the proposed Hampton Inn. The information submitted indicates that there is adequate parking for the existing uses at Gateway Center AND the proposed Hampton Inn based on the parking requirements established by the Federal Way Zoning Code. However, in order to complete review of and verify that the minimum parking requirements can be met, the city needs an overall site plan for Gateway Center that shows the location of the existing parking referred to in the notes provided on the Hampton Inn site plan. The overall site plan should clearly show the existing building footprints, square footage broken out by use, and parking located on each lot within Gateway Center along with the proposed Hampton Inn development. In summary, additional information as referenced above must be provided in order for the city to complete the evaluation of parking requirements for the hotel proposal as it relates to the Gateway Center site. In addition, on December 31, 2007, the city received a copy of a letter submitted to you by Gateway Center property owners Bill and Sue An. As the Ans point out in their letter, the city has encouraged them to work with your client to address the conditions of any existing parking agreement related to your project site. I am copying the Ans on this correspondence as they have an interest in the proposed hotel as it relates to overall parking at Gateway Center. Please contact me at 253-835-2644 orjanet.shull@cltyoffederalway.com with any questions on this matter. Sincerely, Janet Shull, AICP Senior Planner c: Bill and Sue An, PO Box 1941, Auburn WA 98071-1941 07-105269 Doe- LD. 43662 {1l31A0$] Janet Snull_- Hamptan_Inn arid"' Ites - - - - Page11 From: "Geri -Walker -ESC' <gwalker@fwps.org> To:<janet.shull@cityoffederalway.com> Date: 1 /3/2008 4:14 PM Subject: Hampton Inn and Suites Hi Janet, Thanks for getting back to me regarding the Hampton Inn and Suites. I understand that at this time the hotel will not include a restaurant. The Federal Way School District will not have any comments on the application at this time. Thanks, Geri Walker u r f 092104 9D30 Ojzex- �� 092104 9276 CIJ S(A COURT tor 092104 9054 ST. 5$5c c v 2•zfia'� yg�s�E 092104 9321 � 1��4 9137 ;s. Gateway Center zo COURTYARD BY MARRIOTT 9.05 calk4ev,v 092104-9031 0 00 N 09210 ; .�...___._...__.._ p—_--....__ M Gov l Olt _------_-_----------------- _---_-_-. NE 16-21-04 (Map 64) -er of Kroll 715 - Map 44 ... - ,•awry=..-.._�aCC..- ,..ea .:._.:Y-,: CITY OF �. Federal Mr. Ed Abbot, AIA Architect 1221 2nd Avenue, Suite 300 Seattle, WA 98101 CITY HALL Way33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederal way. cam J � J December 18, 2007 Re: Files #07-105269-00-UP and #07-105270-00-SE; NOTICE OF COMPLETE APPLICATION Hampton Inn & Suites; 31626 28`h Avenue South, Federal Way Dear Mr. Abbot: The Department of Community Development Services is in the process of reviewing information you submitted for the proposal to construct an 86,999 square foot, 143-room hotel with guest services and associated site improvements at the above -referenced address. Pursuant to the requirements of the Federal Way City Code (FWCC), the City has 28 days to determine whether an application is complete. On October 25, 2007, the City issued a Notice of Incomplete Application. At that time, the formal application process was postponed until such time that the identified incomplete items were received by the City. On November 29, December 11, and December 13, 2007, additional information was received. The resubmitted materials were reviewed by City staff and identified incomplete items were found to be addressed. COMPLETE APPLICATION Please consider this letter as a Letter of Completeness. Pursuant to the FWCC, the application is deemed complete as of December 13, 2007, based on the submittal requirements for State Environmental Policy Act (SEPA) and Process III project approval. A 120-day time line for reviewing the project has started as of this date. The City has 120 days from the date that an application is deemed complete to take action on the application. However, the 120-day time line can be stopped at any time that the City requests additional information. Having met the submittal requirements, pursuant to the FWCC, a Notice of Application will be published in the Federal Way Mirror within 14 days and other public notice will be given based on City procedures. If you should have any questions regarding this letter or your development project, please feel free to call me at (253) 835-2644. Sincerely, r� i Janet Shull, AICP 5enior Planner c: Scott Sproul, Assistant Building Official Sean Wells, Engineering Plans Reviewer Rick Perez, Traffic Engineer Chris Ingham, South King Fire and Rescue Brian Asbury, Lakehaven Utility District Bill and Sue An, WA I Retail Management, PO Box 1941, Auburn, WA 98071-1941 Gerry Lamontagne, General Manager, Courtyard Marriott, 31910 Gateway Center Boulevard South, Federal Way, WA 98003 Iry and Marlene Beadle, 1236 SW 2691h Street, Federal Way, WA 98023 File H07-105269-00-UP Doc. I.D. 43431 CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Project Name: Hampton Inn and Suites Project Description: Construct an 86,999 square foot, 143-room hotel with guest services and associated site improvements requiring Process III, Project Approval. Applicant: Ed Abbott, AIA Project Location: 31626 28th Avenue South, Federal Way Date Application Received: September 21, 2007 Date Determined Complete: December 13, 2007 Date of Notice of Application: December 19, 2007 Permits Required by this Application: 1. Process III, Project Approval {File #07- 105269-00-UP} State Environmental Policy Act (SEPA) {File #07-105270-00-SE} Related Permits: None Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way City Code [FWCC] Chapter 18, "Environmental Protection"; FWCC Chapter 19, "Planning and Development"; and FWCC Chapter 22, "Zoning" Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations Including the FWCC; King County Surface Water Design Manual; the International Build- ing Code; and fire and mechanical codes. The official project file is available for public review at the Department of Community Development Services (33325 Sth Avenue South, Federal Way, WA 98003). Any person may submit written comments on the environmental and land use applications to the Director of Community Development Ser- vices by January 3, 2008.Only persons who submit written documents to the Director of Community Development Services, or specifi- cally requests a copy of the original decision, may appeal the Director's decision. Contact Person: Senior Planner Janet Shull, AICP PO Box 9718 Federal Way, WA 98063 Telephone: 253 -8 35-26 44 FWM 1332 - Date of Publication: December 19, 2007 09 FEDERAL WAY — IRROR A SOUND PUBLISHING NEWSPAPER Affidavit of Publication Stuart Chernis, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained at the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way L-1332 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 19` day of December, 2_007 -, and ending on the 19''' day of December, 2007 both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 108.73 which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090 Subscribed to and sworn before me this 28th day of December, 2007. Notary Public in and for the State of Washington, Residing at Federal Way ��r��d�� u u � i r r Ui►��4 Jf �.q':.:r !1 1 h� 1414 S. 324th STR[[T, SUIT[ 8210, f[D[RAL WAY, WA 98003 ■ 253-925-5565 ■ f A X: 253-925-5750 41k CITY OF 10'::tSp Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8t" Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-70M Fax 253-835-2609 www.cit offederalwa .com DECLARATION OF DISTRIBUTION I, �c hereby declare, under penalty of perjury of the laws of the State of Washington, that a XNotice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ke-mailed and/or ❑ posted to or at each of the attached addresses on 1�alz_ 2007. Project Name File Number(s) 7 J " t'C�0 2 - .;- 7CJ -Cc, -5 Signature _ r Date G7 6— K:\CD Administration Files\Declaration of Distribution.doc/Last printed 10/4/2007 2:18:00 PM CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Hampton Inn and Suites Project Description: Construct an 86,999 square foot, 143-room hotel with guest services and associated site improvements requiring Process III, Project Approval. Applicant: Ed Abbott, AIA Project Location: 31626 28"' Avenue South, Federal Way Date Application Received: September 21, 2007 Date Determined Complete: December 13, 2007 Date of Notice of Application: December 19, 2007 Permits Required by this Application: 1. Process III, Project Approval (File #07-105269-00-UP) 2. State Environmental Policy Act (SEPA) (File #07-105270-00-SE) Related Permits: None Relevant Environmental Documents are Available at the Address Below: X YES —NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way City Code (FWCC) Chapter 18, `Environmental Protection"; FWCC Chapter 19, "Planning and Development"; and FWCC Chapter 22, "Zoning" Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC; King County Surface Water Design Manual; the International Building Code; and fire and mechanical codes. The official project file is available for public review at the Department of Community Development Services (33325 8 h Avenue South, Federal Way, WA 98003). Any person may submit written comments on the environmental and land use applications to the Director of Community Development Services by January 3, 2008. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Senior Planner Janet Shull, AICP PO Box 9718 Federal Way, WA 98063 Telephone: 253-835-2644 Published in the Federal Way Mirror on December 19, 2007. File 407-105269-00-UP Doc L D. 43434 Page 1 of 1 Tina Piety - Legal Notice From: Tina Piety To: admin@fedwaymirror.com; dgrigg@soundpublishing.com Date: 12/17/2007 8:32 AM Subject: Legal Notice Attachments: Hampton Inn NOA.DOC Good Morning, Please publish the attached legal notice (Hampton Inn NOA, 07-105269) in Wednesday's (12/19/07) issue. Please furnish an affidavit of publication. Thank you, -- VT Tina file://CADocuments and Settings\Default\Local Settings\Temp\XPgrpwise\47663437CHPOCity ... 12/18/2007 (1211812007}Tina Piet e: Legal Notice Page 1 From: Teryl Heller <theller@fedwaymirror.com> To: "Tina Piety"<Tina.Piety@cityoffederalway.com> Date: 12/17/2007 12:10 PM Subject: Re: Legal Notice Attachments: Part.001 Yes, I did ---it's in the paper. Sorry I didn't reply. Hope you're having a great Christmas season! Teryl Heller Federal Way Mirror 1414 South 324th Street, Suite B210 Federal Way, WA 98003 (phone) 253-925-5565 (fax) 253-925-5750 On Dec 17, 2007, at 11:34 AM, Tina Piety wrote: > Hi, > Did you receive the notice I sent earlier today? > Tina 41k CITY Federalo. Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cifyoffederalway.com DECLARATION OF DISTRIBUTION I, r hereby declare, under penalty of perjury of the laws of the State of Washington, that ) Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other was Amailed ❑ faxed 2007. Project Name ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on File Number(s) 7 - ICE b `aG �Lt I� '07 J Signature` L�r Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 10/4/2007 2:18:00 PM CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Hampton Inn and Suites Project Description: Construct an 86,999 square foot, 143-room hotel with guest services and associated site improvements requiring Process III, Project Approval. Applicant: Ed Abbott, AIA Project Location: 31626 28 h Avenue South, Federal Way Date Application Received: September 21, 2007 Date Determined Complete: December 13, 2007 Date of Notice of Application: December 19, 2007 Permits Required by this Application: 1. Process III, Project Approval (File #07-105269-00-UP) 2. State Environmental Policy Act (SEPA) (File #07-105270-00-SE) Related Permits: None Relevant Environmental Documents are Available at the Address Below: X YES _NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way City Code (FWCC) Chapter 18, `Environmental Protection"; FWCC Chapter 19, "Planning and Development"; and FWCC Chapter 22, "Zoning" Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC; King County Surface Water Design Manual; the International Building Code; and fire and mechanical codes. The official project file is available for public review at the Department of Community Development Services (33325 8"' Avenue South, Federal Way, WA 98003). Any person may submit written comments on the environmental and land use applications to the Director of Community Development Services by January 3, 2008. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Senior Planner Janet Shull, AICP PO Box 9718 Federal Way, WA 98063 Telephone: 253-83 5-2644 Published in the Federal Way Mirror on December 19, 2007. File #07-105269-00-UP Doc. I.D. 43434 VICINITY MAP RECEIVED S JOB NO: 0616 EP 2 1 2007 PROJECT HAMPTON INN $ SUITES, FEDERAL WAY, jj,4F FEDERAL WAY �:UILDING DEPT. 830 4th Ave South, Suft 201 Sea He, WA 98134 . phone 206.285.1224. fax 206.2859366 -"""'y °T I axpayer Karnes and # TAXLOT TAXPAYER (Prepared 8111l2007 and does NQTinclude CMairing mAddresses � NAME 1 0921049054 FEDERAL WA I• PUBLIC SCHOOLS ATTN: 2 09210.4°)137 ADDRESS LINE #1 3 0921049245 A?V5 i G STFVE RJCKY 31405 18TR AV S 4 0921049121 APPj E H08PITALI'1 FIVEPO BOX 1944= 5 0921049321 FEDERAL 1NC 31612 28TH AVE WAY JOINT VENTURE R 6 0921049328 JOHN P -TTEE DER §01-E CALZ�' ST ApPJ E HOSPII`ALITY_ FIVE 1201 2ND AVErz900 7 092I049330 Attu: A7 !TT' JENNI- CF SFZ7 A'WII;L;IA MS 914;E MAIN: S'T 7 Records Returned Attn. ATTN REAL ESTATE DIV 401 S JACKSON ST Mailing Labels! ADORESS LINE #2 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003^ RICH1\•fOh3p VA 232l9 �— ..-_ SEATTLE WA 98101 RICHi OND VA 23219, - SEATTLE WA 98104 " Y�f'r1c� 'C Ztrv�" 1`r �en ���, f 5 I,cJG- t'�-�, iL,0 Page 1 of 1 CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cityoffederalway.com DECLARATION OF DISTRIBUTION I, MI hereby declare, under penalty of perjury of the laws of the State of Washington, that a: Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other was ❑ mauled ❑ faxed 'D,2� 6ef 0, 2007. Project Name File Number(s) Signature ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document ❑ e-mailed and/or f4 hosted to or at each of the attached addresses on t7 1 A�L2 l{DMZ(,0?, UP / 0-7-(0S -70 -Sc-:� Date 2 / '� 222-7 K:\Intern\Declaration of Distribution with Posting Sites.doc/Last printed 12/19/2007 10:55:00 AM Posting Sites: Federal Way City Hall - 33325 8th Avenue Federal Way Regional Library - 34200 1 It Way South Federal Way 320th Branch Library - 848 South 320th Street Subject Site - 31626 28th Avenue South K:\Intem\Declaration of Distribution with Posting Sites.doc/Last printed 12/19/2007 10:55:00 AM CITY OF '- Federal way DATE: December 13, 2007 MEMORANDUM Community Development Services Department TO: Sean Wells, Rick Perez, Scott Sproul, Chris Ingham, Brian Asbury FROM: Janet Shull��K SUBJECT: Resubmittal: ' HAMPTON INN & SUITES - (07-105269-00-UP) 31626 28TH AVE S Please find attached the following: 1. Response Memorandum dated December 4, 2007 from Glenn Takagi, Landscape Architect 2. Site lighting plan VE 'ARTMENT OF COMMUNITY DEVELOPMENT SERVICES DE � � 33325 8'" Avenue South CITY of 'v¢" '�_-:� �+jT� PO Box 9718 OF FEDERALFederal Way WA 98063-9719 P7 � Federal Way BUILDING D P wA 253-835-2607; Fax 253-835-2609 www.61VoffedCra1way=Jn RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittais. "Please note: Additional or re vised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submitall items in person and to contact the Customer Service Counter prior to submitting ifyou are not sure about the number of copies required. ** Project Number: Project Name. } Project Address: Project Contact: ,; Phone: RESUBMITTED ITEMS: # of Copies ** Detailed Description of Item E J - }7 '( �♦J 'r^ G M I..n -t:;> Always submit the same number of copies as required foryour Initial application.'* 10KResubmittal Requested by : A4Letter Dated: MR em er i Tr� 140 iY,5 / ;Z�� OFFICE USE ONL Y RESUB # Distribution Date: 1 a 1 @y, ,� Dept/Div Name # Description Building -Plannin PW Fire Other Bulletin #129 — August 8, 2006 Pave I of I k:\Handouls\Resubmi[Lai Information RE.- WITTED D Glenn Takagi EC 1 1 2007 — Landscape Architect WAY RESPONSE MEMORANDUM BUILDING DEPT. Date: 4 December 2007 Project: Hampton Inn & Suites #07-105269-00-UP 31626 28' Ave South RE: Response to NOTICE OF INCOMPLETE APPLICATION dated 10.25.07 (Janet Shull) 1 . INCOMPLETE APPLICATION Lighting Plan- Provide a lighting plan showing how the parking lot and pedestrian areas will be illuminated. Lighting Plan and Catalog `cuts' attached. 2. PRELIMINARY PROCESS III COMMENTS/ PLANNING DIVISION/ Landscape Plan a. Quantify on the landscape plans how the 25% minimum drought ... Essentially all the plants selected for the plant palette are considered drought tolerant except the Rhododendrons and Lawn. b. Provide the dimensioning and square footage for each of the proposed interior parking lot landscape ... A Plan showing interior island locations and squared footages is attached. C. Provide the foundation landscaping beds along the entire length of... Item to be discussed further. Windows are path of egress from rooms. d. It is recommended that the planting/ berms located within the proposed ... The tree locations were carefully worked out on a grid pattern to provide a geometric sequence to users traveling the blvd. Berms will be revisited for next submittal. e. Each interior parking lot landscape island must contain at least ... Planting will be revisited for next submittal. f. Indicate how the proposed parking lot landscaping is integrated with ... Southern half of this interface is adjacent to an open lawn area. The central/ northern area does match up to the existing parking lot planters on the adjacent side... further study and coordination with adjacent property owner will be investigated prior to next submittal. g. Provide an irrigation plan for the lawn areas. An Irrigation Plan will be provided with next submittal. h. Identify the perimeter landscape areas with the label, "Type l/I perimeter ... Planting will be revisited for next submittal. End of Memo. page 1 of 1 18550 Firlands Way North #102 • Shoreline, WA 98133-3917 ■ (206)542.6100 • glenco1029@earthlink.net 1%DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 1 33325 8`h Avenue South PO Box 9718 CITY OF ®��g ��WA��C� Federal Way WA 98063-9718 Federal Way RESUBMITTED M I� 253-835-2607; Fax 253-835-2609 DEC 13 2007 www.cityoffederalway.corn CITE' OF FEDERAL � RESUBMIT-PAPINAMATION This completed form MUST accompany all resubmittals. **Please note: Additional or re vised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: Project Name: Project Address: Project Contact: Phone: RESUBMITTED ITEMS: # of Copies ** Detailed Description of Item ** Always submit the same number of copies as required foryour initial application.** Resubmittal Requested b :� ��u-t Letter Dated: ! / 2,S/ o�co� � Y em er s r I VA �' •Tim- • • ■ Building�' Planning YiiT+PERM i�►� 111 If& ��=1L 01 Bulletin #129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information W. King County Department of Development and Environmental Services Building Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 Web date: 04/26/2007 OK KING COUNTY CERTlFICATE'OF WATER AVA!LABiL! T Y�+ ERu - For alternate formats, call 206-296-6600. This certificate provides the Public Health - Seattle & King County Department and the Department of Development and Environmental Services with information necessary to evaluate development proposals, Do not write in this box Number Nance Wuilding Permit `l ❑ Short Subdivision Applicant's name: Proposed use: ❑ Preliminary Plat or PUD ❑ Rezone or other: �► Location (attach map and legal description if necessary): PtqF3 ✓ 1.X a. Watei can be provided u P by service connection only to an existing or � ",OAR water main that is t N S l TE ,/ feet from the site. OR b Water service will require an improvement to the water system of. ❑ (1) feet of water main to reach the site; and/or X(2) The construction of Is iutioo{ s stem oil the site; a X(3) Other (describe): s' �� Ik H-181M� T- �4�� Q V k[��� 2. X a. OR The water system is in conformance with a County approved water comprehensive plan. ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) 3. a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extensions of service outside the district or city, or is within the County approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the F nearest fire hydrae NS feet from the building/property (or as marked on the attached map): Rafe of Now at Peak Demand. ❑ less than 600 gpm (approx. gpm) ❑ 500 to 999 gpm ❑ 1000 gpm or more ❑ flow test of gpm Xcalculagon of C] 9pM Duration: ❑ less than 1 hour ❑ 1 hour to 2 hours �2 hours or more Dther. (Note- Commercial building permits which include muflifamiiy structures require now test or calculation.) OR ❑ b. Water system is not capable of providing fire flow. 5. a. OR Water system has certificates of water rights or water right claims sufficient to provide service. ❑ b. Water system does not currently have necessary water rights or water right claims-. Comments/conditions: WA7rE3K ZL=JZyt C;:; 'p1�1N" npN rt V { .✓ I certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature LAKEHAVEN UTILITY DISTRICT'_E� �y Q Agency name Signato y na e 1 _Z_Title gnature I Date 65JHighest +� -t- Min.•7 n Pressure Zone; Lowest Elevation of Property L Q ; Est. M Pressure psi The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. Nater availability form Rev- 05-19-2003 Page 1 of 1 CITY OF Federal Way DATE: November 29, 2007 MEMORANDUM Community Development Services Department TO: Scott Sproul, Sean Wells, Sanjeev Tandle, Chris Ingham, Brian Asbury FROM: Janet Shull SUBJECT: HAMPTON INN & SUITES - (07-105269-00-UP) 31626 28TH AVE S Please find enclosed the following resubmittal items in response to technical comments provided in October 25, 2007 letter. • Revised SEPA checklist • Trash receptacle, bench and bike rack specs • Ground floor trellis details • Upper roof top trellis details • Site plans Sheet AS-1 • Colored elevations � � PARTMENT OF COMMUNITY DEVELOPMENT SERVICES CC 33325 8`h Avenue South GL7Y OF V::k� G PO Box 9718 Federal11�la ■t � � �o�� Federal Way WA 98063-9718 Y Gov WAY 253-835-2607; Fax 253-835-2609 O� FEDERAL www.cityoffederalway.corn �I SkJILOmc, pEPT RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: O © - 11 Project Name: lop A C.1713rn—V Project Address: i Ste' Project Contact: 462z Phone: D Z L� 9RA. 204, ZR'S - 04?4 RESUBMITTED ITEMS: # of Copies Detailed Description of Item ��N I �J T� m- t y t_ 41-1MIT ** Always submit ke same number of copies -as -required bryourinitial applicafion.** Resubmittal Requested by: 6a ✓ Letter Dated: t8tan memer) 1v W S OFFICE USE DIVL RESUB #.•�_ Distribution Date: �� �� By. Dept/Div Name # Description Building Plannin PW Fire Other Bulletin # 129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information TE MADE BY A ro'xO 1/4'x1/2' STL A 12"x12'x1/2' STL. 5 1/8 X 0 EXTERIOR GRADE GLULAM BEAM L-BRACKET MADE CUTTING AND FOLDING A 1'-O"x1'-3"x1/4" STL PLATE ■ . « ro 3/4 X 13 1/2 EXTERIOR �09ADE GLULAM BEAM 23 603 � ............... ISOMETRIC DETAIL Scale OE16-088 KNIFE PLATE MADE BY WELDING A 10"x6'x1" STL PLATE TO A 10"xG 1/Wx1/2' STL PLATE SPACER MADS BY WELDING A 5" LENGTH OF 4' SQUARE TUBE STEEL TO THE CENTER OF A 10'x1O"x1/2' STL PLATE 12" X 12" X CONCRETE COLUMN REF Ground Trellis Assembly 07-105269 r-UE�11-!`�`E® NOV 2 8 2007 CITY OF FEDERAL WAY BUILDING DEPT. #4 GONT. TOP BOTTOM 1-HOUR EXT. WALL PER PLANS 1-HOUR EXT. WALL PER PLANS SECTION DETAIL Scale 1" = 1' - O" 0616-080 ►� 12"x12"x1/2" STL. PLATE CENTERED TO EXTERIOR EDGE OF TRANSFER BEAM W/ 4" DIA. THRED❑ AE RO 5 5/8 EMBEDE❑ ro" MIN. G"x6 1/4"x1/2" STL KNIFE PLATE (2) 5/8" DIA. 1" IB'e ' 5 1/8 X 9 EXTERIOR GRADE GLULAM BEAM REF. Trellis Beam To Transfer Deck Assembly TY SECTION DETAIL 5 1/8 X -9 EXTERIOR GRADE 3LULAM BEAM N,LL BOLTS 5/8" DA. 5 3/4 X 13 1/2 EXTERIOR 3RADE GLULAI" 1 BEAM 0" x 6" x 1" STL KNIFE PLATE 0" x 0 1/4" x 1/2" STL PLATE 5" LENGTH OF 4" SQUARE rUBE STEEL O" x 10" x 1/2" STL PLATE W/(4) 5/5' DA. ANCHOR BOLTS 2" SQUARE CONCRETE ;OLUMN PER PLAN REF. Scale 1" = 1' - O" Trellis Beams To Gclumr Assembly 0010-000 W 8x15 LIGHT GAUGE METAL ST 12x4O LIGHT GAUGE METAL AT EVERY TRELLIS TERMINATION, EXTEND W- SHAPE BEYOND ST NOTCH TUBES TO FIT ST 3 1/2" LIGHT GAUGE TUBE METAL ISOMETRIC DETAIL REF. Scale 318" = 1' - O" Trellis 00010-081 RESUBMITTED NOV 2 S 2007 0 7 -105 2 b 9 �► BUILDING DEP TAB° SEEGTION DETAIL Scale 3/4" - 1' - O" 0616-082 l9 To. _ _PL_ATE 513.62 TART HAI`1FER @ JBE WELD ✓ALL PER PLAN : -NICE PER 1ANUFAGTURER REF. Trellis Section PLAN D ETAI L =RIAL FINISH ELEVATION L PER PLAN 3 W/ A34 Bo°EbM P 3 1/2" DAM. STD PIPE 'E 3/8" X 3" X 5 X 15 X 9" 1 1/2" DAM. J BOLTS SWB REF. Scale 3" = T - O" Plate to Wall Connection 0010-083 ��Ow& � � V'�, 74P - -17(4, ,(�� TCl/&4 V4� U�t- Noy a7*1 za)� CITY OF HALL _ Federal Wa ar2 �, Avenue South y 8th 33325 th Mailing Address: PO Sax 9718 Federal Way, WA 98063-9718 (253) 835-7000 w w w ci tyo ffed eral wa y. c om October 25, 2007 Mr. Ed Abbot, AIA 1221 2°d Avenue, Suite 300 Seattle, WA 98101 Re: Permit #07-105269-00-UP; NOTICE OF INCOMPLETE APPLICATION Hampton Inn & Suites, 31626 28`h Avenue South, Federal Way Dear Mr. Abbot: The Department of Community Development Services is in the process of reviewing information you submitted on September 21, 2007, for the proposal to construct an 86,999 square foot, 143-room hotel with guest services and associated site improvements at the above -referenced address. The project is being reviewed under the provisions of Federal Way City Code (FWCC) Chapter 22, Article VI, "Process III Review — Project Approval," in addition to the State Environmental Policy Act (SEPA). INCOMPLETE APPLICATION order for your application to be considered complete and ready for processing, the items During the course of the City's review, the following items were found to be missing or incomplete. provided. In below must be I. Certificate of Water Availability — 2- Lighting Plan — Provide a lighting plan showing how the parking lot and pedestrian areas will be illuminated. PRELIMINARY SEPA AND PROCESS III COMMENTS In addition to completeness items discussed above, preliminary SEPA and Process III review comments are provided below. These issues were identified in reviewing the application for completeness. Responses to these items are helpful in reviewing the project when the City begins formal review. SEPA Checklist — The environmental checklist must be revised as follows: A.6. The response to this section states construction to start in Fall 2007. This is not feasible given the timing of the application. This section should be updated. A.10. A Process III land use decision is required and should be added to the list of approvals. A.11. Add information indicating the size of the subject site and proposed building square footage. Permit Y07-105269-00-UP Doc. I D. 42693 Mi. Ed Abbot, AIA Page 2 October 25, 2007 B.4.a. Complete this section. B.8.a. Add a comment that a portion of the site is currently developed as a parking lot. B.8-i. Add information about how many people would work in the completed project. Preliminary Process III Comments A. Planning Division (Janet Shull, 253-835-2644, 'anet.slzull u citvnffederalwar.c0111) 1. Site Plan • Add a vicinity map. ■ Provide the site area. ■ Provide the total gross floor area of all floors. ro t,r lines, easements, and street edges. ■ Provide the dimensions for the p�'oposed structure, p p ' h' Provide the parking stall width dimensioning. Indicate how the proposed parking stall layout ties in with the existing parking stall layout on the property to the southwest of the subject site. n for The refuse area needs to be a minimum of accessibfeet ilinterior ity requirements. requi ementsh'I'he applicant is advised to the refuse area does not appear to meet acc ty contact the City's waste manager (Waste Management's Senior Route Manager John Davis at S 1 206-786-4530 [cell]). ■ uilding Code structure type and occupancy classifications. ' � Provide the International B Provide the area calculations for the pedestrian plaza area. 2. Landscape Plan ■ Quantify, on the landscape plans how the 25 percent minimum drought tolerant plant materials requirement is being met (FWCC 22-1564[f]). • Provide the dimensioning and square footage sed int erio parking lotr each of the landscaping. andscapinosed tg. For 109 or parking lot landscape islands and total area for prop parking stalls, a minimum of 2,398 square stall - 2,398 squarior e feet) tat landscaping must be provided (109 stalls x 22 square feet pof the west facade. Provide the foundation landscaping beds along the entire length Specifically, foundation planting bedsshould 3 belaw�regarding ded in the area recommendation add thornyto the rooms. Also, see the comment under Section plants to these planting beds. s located ■ It is recommended that the planting/berm ve a beter+ ei tionship between thithin the proposed lawn area adjacent s e proposed tree Gateway Boulevard be reworked to ac locations and berms. nd ■ Each interior parking lot landscape isla ontain shrubs anlargercontain at least one tree (two if island is d ground aver' planted throughout. The than 150 square feet) and must also e planting plan and materials list must be revised to provide for additional planting materials to meet this requirement. Doc I D 42693 Permit H07-105269-00-UP Mr. Ed Abbot, AIA Page 3 October 25, 2007 Indicate how the proposed parking lot landscaping is integrated with the existing parking lot landscaping in the parking area to the southwest. Provide an irrigation plan for the lawn areas. Identify the perimeter landscape areas with the label, "Type III perimeter landscaping." The perimeter landscape areas must be planted with a mixture of evergreen and deciduous trees, large shrubs (24 inches minimum height), and groundcover. The planting plan and materials list must be revised to provide for additional trees, shrubs, and groundcover to provide for a continuous screen along the north and east perimeter planting areas. 3. Community Design Guidelines & Crime Prevention through Environmental Design ■ Provide a color and materials board with the actual material samples and colored building facade renderings that clearly depict how the proposed materials will be utilized in the facade design and how the building facade is designed with a distinct base, middle, and top. • Provide a design detail of the proposed screening of the trash/recycling enclosure. • Provide additional benches closer to where the pedestrian pick up area would likely be located. Consider locating the benches under protective cover if possible. • Add thorny plants to foundation planting beds adjacent to rooms to deter unauthorized entry. • Provide details for the proposed benches, trash receptacles, planters, and bicycle racks. ■ Provide details for any proposed rooftop or ground mechanical equipment. Such equipment shall be screened and screening details must be provided for review. • The north elevation is visible from the right-of-way and needs to incorporate methods of articulation per FWCC 22-1635(c)(2). Recommended methods of articulation for this facade include: o Artwork such as mosaics, murals, decorative masonry or metal patterns, or grillwork, sculptures, relief, etc.; and/or o Material variations such as colors, brick or metal banding, or textural changes. 4. Parking Issues A March 31, 2005, memorandum from Jennifer Wing of Eisenhower and Carlson, PLLC, to Terrence Donahue regarding parking issues was submitted along with the title report. Two copies of the recorded October 7, 1989, document Declaration of Easements and Restrictive Covenants (recorded under King County Recording No. 8910101211) referred to in this memorandum need to be submitted for review by the City. As stated in the August 7, 2007, Preapplication Conference Summary, adjacent property owner(s) may need to authorize the application depending on the proposal and terms of any recorded easements or restrictions on the use of the property. It must also be demonstrated that with the development of the proposed hotel, an adequate number of parking stalls for all uses within the geographic area governed by the existing parking easements and covenants is provided for per FWCC Chapter 22, Article XV, Off - Street Parking. B. Building Division (Scott Sproul, 253-835-2633, scot_t.sproulC-cityoffederalway.com) Comments will be available at a later date. Penni[',07-105269-00-UP Doe LD 42693 Mr. Ed Abbot, AIA Page 4 October 25, 2007 C. Public Works Development Services Division (Sean Wells, 253-835-2731, sean.w cils(a? ci t Yoffcdera1way.cotu) Technical review comments will come under a separate memo at a future date. D. Public Works/Traffic Division (Sanjeev Tandle, PE, PTOE, 425-458-6200, san j eev.tontl1 tgci tyofft�dcrahray,co Eii) The site plan shows that the proposed main access to the site along Gateway Center Boulevard South is within 250 feet from the driveway on the other side of the street. WAC 468-52-040 limits access on collector streets such as Gateway Center Boulevard South in Federal Way to access spacing of 250 feet. Therefore, the current proposal will need to meet access management standards and should be modified. FWCC 22-1543 indicates a procedure and allows the public works director to modify access requirements. Once preliminary traffic queuing analysis has been completed, the applicant's traffic engineer may submit a request for access modification, if desired. E. Lakehaven Utility District (Brian Asbury, 253-946-5470, basbury(rr).lakehaven.or) The applicant has completed and submitted to Lakehaven all applications (Developer Extension Agreement) necessary to be able to determine the applicant's requirements for connection to Lakehaven's water and/or sewer systems to serve the subject property. F. South King Fire and Rescue (Chris Ingham, 253-946-7244, chris.inp_hamca),soutltl%iugtire.orp) Comments will be available at a later date. Please submit six copies of a revised SEPA checklist and/or required plans, and four copies of any revised reports, along with the enclosed resubmittal form. After receipt of the requested information noted in the incomplete application section of this letter, the department will notify you within 14 days whether your application is considered complete or what, if any, information is still needed. It is important to note that the department cannot begin processing your formal application until all items are submitted. Please call me at 253-835-2644 if you have any questions. I look forward to working with you. Sincerely, 1 7a ' t Shull, AICP Se for Planner enc: Resubmittal Form Sign Permit Information c: Scott Sproul, Acting Assistant Building Official Sean Wells, Engineering Plans Reviewer Sanjeev Tandle, PE, PTOE Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Permit 407-105269-00-LIP Doc I D 42693 IU/24/2007 15:52 FAX 253 272 5732 EISENHOWER CARL 2 001/010 EISENHOWER EISENHOWER & CARLSON. PLLC Joe Kooug Janet Shull From: Regarding: Client/Matter #: Comments: 1200 Wells Fargo Plaza 1201 Paclflc Avenue Tacoma, WA 98402 Tel: 253.11721500 Fax: 253,272.5732 Fax Cover Sheet October 24, 2007 �.vrrz J(IiZ Royal Hospitality, LLC City of Federal Way Jason M_ Whalen Hampton Inn & Suites Telephone No.: A Pacific Northwest Law Firm wvrw. eisenhowerlaw_com Fax No.: (425) 255-7856 (253) 835-2609 Number of Pao es: 10 (including this page) The ieforrn260n eone¢ined in thix f'acv�;mil� 6 cenRde t;nl nod may nlsc. be p*ivileped, The inrormarlon is intended caly For the use aFtho individual or curiry to whom it is addra9sed. IfyOu arEr n0[ [As in icily p oh ibitcd, or [he crave r e ,[r agent mega lij,7 a for deliveri>:g a[ to iha inwnded recipient, you bre hereby nwiBcd that any use, dissemination, distributi4rs or espying of this con�muaica[io i is strictly tabo%,bited I , US have received this ink you. ur arror, P)2� immedia[ely anWfy ug by a callrci telcphonr call to the lany u6ce number listed s5ova, and ror co the original rcommU1 ro os ai is address atmvc via r1[0 US Poarsl Service. TI[ank you. asa Go 1U/24/2007 15:52 FAX 253 272 5732 EISENHOWER CARL 1002/010 EISENHOWER EISENHOWER & CARLSON. PLLC 1200 Wells Fargo Plaza Tcl: 253.572.4500 A Pacific Northwesi Law Firm 1201 Paci6e Avenue Fax: 253.272.5732 www,eisenhoworlaw.com Tacoma, WA 96402. J'ASON K WHALEN Direct Dial: (253) 620-2507 jwha ten@eisenhowarlaw.c om October 24, 2007 Tl?A VS'M1TTED VIAFir 4Z5 Z55-7856 Royal Hospitality, LLC Attn: Joe Kaong 15901 West Valley 14ighway Tukwila, WA 9$ I 88 T fIYSMITTED F14 FA,Y— 253 835-2609 Ms. Janet Shull Senior Planner Community Development Services Department City of Federal Way 33325 — glh Avenue South P.O. Sox 9718 Federal Way, WA 98063-9718 Re: Hampton Ign & Suites Dear Mr_ Koong and Ms. Shull: This firn, represents Ans, LLC, the owner of the Gateway Center in Federal Way, our client has asked me to contact you with regard to the new development, Hampton In & Suites, located on or around 3 I626 — 28" Avenue South in Federal Way ("Development"). As you may know, the Gateway Center is located adjacent to the Development referenced above. Our client is concerned that the Development may adversely knpact our client's easement frights to parking stalls as provided by the Declaration of Easements and Restrictive Coven an by and between Federal Way Joint Venture and FIR Associates, dated October 7 1989ts , and recorded under Ding County Auditor's File No. 8910101211 ("Covenants"), a portion of which is enclosed. As provided by the Covenants, our client, as the owner of the Gateway Center, is entitled to nonexclusive use of a significant portion of the available parking stalls. If the Development is approved by the City of Federal Way, it may impermissibly impact the parking available for our client's current and intended uses as anticipated and provided by the Covenants. SEATTLF OFF[CE; Washington Mutual Tower. 1201 Third Avenue, Suite 1650, Seattle, WA 98101, (206) 382.1830, FAX (toe) 3132.1 920 10/24/2007 15:52 FAX 253 272 5732 EISENHOWER CARL [a003/010 October 24, 2007 Page 2 To avoid any misunderstanding and/or future conflict with the terms of the Covenants, we would appreciate the opportunity to meet with both the City Planner and the developer to review and discuss the anticipated Development and its impact on the parking stalls and easement rights as defined in the Covenants. Please contact me, or Dill An (206-229-6179), at your earliest convenience so that we can arrange a time to meet at the site or at a mutually convenient location. JMW:ksr Enclosure CO. Soo An 00370059.DOC 10/24/�007 15:52 FAX 253 272 5�7332 EISENHOWER CARL Z 004/010 f Filed f*r the rec¢rd AC #h8 request of . LAWYERS 7tTL COMPMY ' ReCDrding Requested By and ,After Recording Return To Federal wax Joint Venture 2020 Abbott Road Anchorage, Alaska 99507�3'Q° Egt1D�Id #1211 B i_ RECFEE 2.00 DECLARATZflN OF EASMNTS RE -CD F 61.00 CASkSI~ 00 AND RZSTRICTIVF COV8NANTS T' By and Between Federal. Way Joint Venture GD and i . FIR Associates I Dated,. October , iqu A 10/24/2007 15:53 FAX 253 272 5732 EISENHOWER CARL U 005/010 I A "Roadway Easement Aeaa" is defined in Section 2.2 on page 16 _ "Roadway Easements" is defined �a Section 2,1 on. page 15, "Roaftay Maintenance CoSts" is defined in section 2,3 oil page 17, "Sams-ExCIUBiv® Parking stall{8}" is defined in Sections 1.2 on page 7, "Sign Easement" is defined in Section 3.1 an page 16, "Sign Easement Area" is, defined in Seoti.on 3.1 on pagQ I.A. ARTICLE I. 1.1, Dec_12ZAtLon of Wking anti God 1�pn Ater., a •, baclaxant haraby decl,aresp grants, establishes and conveys a nonerclusive easement over all those portions of -Parcels 1, 2, 3+ 4, 6 and B, outside of the roofline -of Euilding.Integrated Parking Facilities end/or Exclusive Una Buildings, �ricludinq parking dress'or seruCtures, surface paxhing areasr driveways, entrances, retaining walls„ exits, trur-kwayse open vaikwdys,. opera spaces,, Qlanters, courts;-Sidewaiks, lanasoaping, street 1i,ghLrs, stoxfi drainage facilities, and utilities, as such areas and facilities may be modified, reaanfxgured, relocated and deSignated from time to time as provided herein below ("Parking and Common Area Easement Area"), (i) for vehicular ingress ta, egress from, and parking upon those portions of the parking Qomrnvn R.raa Easement Area intended and appropriate for vehicular use, and (•ii) for pedestrian -ingress to,, egress £tore, and other appropriate use consistent with the Xntended nature and function of the particular facility or portion of the Parkii%g and Common Asea Easement .area and, the applicable rules and regulations established by Declarant with respect thereto as provided herein below; Provided, however, the Roadway -Easement Arfaas and sign Eaa®ment Area, as defined below,, are ,not a part of 8nd shall not be included within the Parking and Common Area Easement Area. As used herein, the term "Exclusive Use Buildings" mean buildirsga that are leased or owned pradominaritly on as exakusive use oasis to one or more users, although they may contain. ce-darn incidental nonexclusive use areas such as mall areas, covered walkways, lobbies, wawhrv-oms, eto, A "Building Integrated Parking Facility" moana a parking' facility that is Construated Oithiu, under or as part of the atrueture of $n Exclusive use euildingf but shall not include 0464W 3 10/24/2007 15:53 FAX 253 272 5732 � E I SENHO4VER CARL Q 006/010 ff the parking garage portion: of the parking foci Ti•t ,aonsbructed vn Parcel 2 in•aCcardance with Y to he hQ raof, The ret6il port#an of the Parking be constructed an Parcel 2 in acoo�rdaacu ithrage facility tz. heteaf shall be an Exclusive -Use BuillIce, but the garage portion of such faoilat parkilb and Common Area Easement Aili y shall be part of the -Parking lz.are Unless the conditiana of wanid" .n the Parki.ngeandnCOmreaan Area 'Earant asement Areaproves an , thmiPa use and COMMOn Area -Easement Area shall not include anyareathat is subject to an exclusive right of use and aside fox the exclusi.,ve benefit of an Pular taon, or ,set user(5) or Pa-rCel owner(s) , This Parkingranu�var noreinA�eas3 r Easerner�t hies shall be far• the. benefit of the respective owners of khe ParOP-15, and their tenants, customer.,'Patrons, invitees, employees and agentsDeclara, Au of Outside the all theSa portions of Parcel$ 1. the 2ja3rtaie6 and outside the reatSire of the 'Building Integrated FS,4 , a �.� Facilitie�•and Exclusive Use $ulldi... and net within the by Roadway Easement Areas are within the parking and Common Area � Easement•Area, . I..2. R i xr an with resPc�t tie its Olen Parcel Any Parcel owner may, of the beclaasnt• U) xelOcateo+releaeehe prior Wxxtter, consent M aize'or configuration Of i'or"Orls of, change the or terminata usrs of the p Chang$ or terminate the uses Within, on its pdzCel (Or ors arking and Common Area EaSeMe ' Area Parkin Y PartiQng LhexEof ,, (ifj'eRpond tha 9 and �onunon Area Easement Area , oats its Parcel, and/or (iii) construct Or MOdify building(u) the Use of -any building(s) aeon its Parcel or change sUCii buildin sing on iicl Parcel if the users of any Area EaSOMe-lit �Atearfors ar ining or 9Ti11 use the Parking and Common stalls Outside the Parking' Coen nonexclusive FeEking required b 5 Area Easement Area Y this tipn 1.2., so lone} as all of the following conditions are met: a. There are at least for the nonexezI v stalls available the Property. FeY Locate on b. Not less than .he Mnimum number Of parking spaces -required by zflningf government regulations Persnxts shall be Presidand ed vn •the Property and/or Adjacent Parcels, 74rtAorm.xe, net lean than theC MIAirnum number of parking apace6 required by zoning, government regulations and ParmitZ shall be Provi4jsd or, the Property and/ox Adjacent -Parcels for those shared usef e s oth Parking and Common Araa Easement Area and/or Of any other nonexclusive parking stalls outside the Parking and COMMA Area Easement Area, O464W i 10/24/2007 15:53 FAX 253 272 5732 EISENHOWER CARL U 007/010 c, Any relacation of uses within the Parking anti Cvmrnan Area Easerner�t Area shall loot substantially reduce access to the Parcels. ,. 'No parking stalls within the parking and Coromon Area Easement Area shop be eliminated un3eS5 prior thereto or conCurxentl.y therewith at least an equal T property, whetheruoryparking l notwithinathePark�ng-and Common ' Area Easement Area. e. if additional parking stalls are Constructed on ony Parcel burdened by the Parking and Common Area raseiment Area, then to the extent the• number of said additi,0481 parking stalls exceed$ the number of s nonexclusive parking stalls required by this - in connection therewith, said ParCej owner may est.ahxi.ah said exceas number of stalls as exclusive use stalls, T4 £, A jparcex owner may, for that poxtiori of his - Parcel wibhiii the Parking and Common Area Easement Ares, create or establish Semi -Exclusive Parking Stalls, Exc-lusive Parking Stalls, or Permanent Exclusive Parking •. �-I Sta113; provided, however, that with regard to any Permanent Exclusive Parking Stalls, the decision of the Declarant to grant, withhold or condition the arearion,or estabiashmant-thdroof on any such Parcel-, unlass also consented to by the majority of Parcel OT" ers, shell be subject to modification or canCellatipn in the sole discretion of the majcri.ty of pareal owners by notice aigrned by the majority of Parcel -owners. q, marking stalls contained on the Property but outside the -Parking and :Common Area Eezement Axaa may be used to sa'tfefy the requirements for nonexclusive parking., so long a$ Such parking stalls are nonexclusive end accessible and practicable for use by the other Parcel Owners. ii, The size and location of ali buildings to be contttucted or modified an the Property and of all E �. parking areas thereon shall conform to all appl.icahle zoning and other ordinances, regulations and-pexrnits of public authorities regarding sehback reSMrlCtions and parking ration, or to &gX0emCVtS entered into with such public authorities modifying ar waiving the applicable zoning or -other ragulation9 and ordinances regarding Setback restrii:ftians and parking'ratios, 04 64K _ , 1 10/24/2007 15:53 FAX 253 272 EISENHOWER CARL U 008/010 i. The cost.of any relocation, expansion 0r modification shall be paid by the parcel owxier(s) desiring such relocation, expansion or modification and shall not be charged to the owner(s) of the other Parcels under SaCtiA_1__ 4 2 or any other provision hereof, j_ There are at 1aasCL;)n0nexclu51ve paxking spaces on Parcel 2 available for use Of tenants of Parcel 3 and Parcel q k. The s,peeifiaati.ons of any buildings and impr0vementa to bs constructed within the Project shall CMpay with appxicablo building codes and other orainanaes and shall ba comparabla to the'quality of thE! existing fmprovemertts. E• 1. No portion of the Parking and Common Area easement Area shall be 100ated upon any portion of Parcel 5 or Parcel 7-(or any parcel that has prrevjoUSly I been entirely released from the 'burdazs of the. Parking• artd t•� CommCtn Area Eeserent) unless Declarant records a notice ot' such -expansion of the Parking and Common Area Easement Area onto said Pastel, ( m. • A ParCel subject to the Parking and. Common Area Easement shall not be released in its entirety, from the burden at said easement unless Declarant records a notice o•f the releass of such Parcel from said easement which notice shall contain a reservation across such Parcel of s nonexclusive easement in favor of the other Parcels for pedestrian and vehicular access so that the existing access to such other P.arnels is not dim'iriishe$ by the release.. xn Conjunction wYth and prior to any such relocation, expansion, modification, release, Phanga or termination permitted under .this Gfi_ o,LL1�2, , the permitted Parcel owner sha'11 give reasonable notice to Declarant an(3 all Parcel ownexN of such proposes] ahange. Aft-er receiving Declarants -approval of any suekh .proposed change, but before taking any other action to accomplish said change, the permitted Parcel yawner shall give notice thereof to 'the other Parcel owners, No such -change, relocation, expansion, modification, Construction, release or termination permitted under this ,•shall regUire or be deemed to be an amandmenh, modification or. termination at this Declaration, subject to the fos$goiaq restrictions and conditions and, the rights granted by the Parking and Common Area Easement, the owner of a Parcel may construct or mollify buildings, parXing structures and other imprQVement:s on the portion of Parking and Common Area Easement Area located on his Parcel,,' . 0464W 1Uic4/ZUU7 15:53 FAX 253 272 5732 EISENHOWER CARL Q 009/010 1 subject to the conditions set forth in this but w, the the content Of the DeClardnt or an othv �, l_ - as,+nsr, the owner of parcel 1 ma can Y parcel buildinr ofariy 6 Ze oa Pare cE a) an office least ISO par at ary time;. so long as 4i) a.t CDm e 9 s alls'are provided Gn Parce n On D cons nf-A ^, Dt are pr-a-vx-d-aU in oDmbinatiori on Parcel 1 s 80 Parking stalls parking stalls on Parcel 2 for u,r el '-1 and as additional office ,building users; or;(b) a buildin patribns and,/ar 3f an additional I$0 parkins ;tells area provided tY1�e or size, . '•: for use. ay the ciriefia patrons and/or* rrc31or office kaui�dingpu�exs, 2 The r t�rertae fly this paragraph to "addi tlonal iq on F8rcel 2 means parkin Parking stalls wisiCh exist on Pnrcal 2 assofl'i»he dated Ofithiaon 4Decl.aration, is whic4 additional stalls may Or may not. added.irl Canjunctior� with an affiee bullclin � � 5 Dn Parcel 1. Votwithstiandi contrar A9 the foregoing or anything har�ain y, during peri;4ds of construction an an ' to the PuMitted Parcel owner may, with Declarant+a r ParaeE, a reasonablY reduce the number of s'Or. approval•, ¢� of stalls riequired above parking stalls below the num)ber i:. and✓or and fiemparaxily Close some vebicular pedestrian access areas; provided idpermitte8 Parcel owner shall us$ reasonable care to minimize the 8xtent and ti duration of .BnY SUch, disruption tp parking and aeoess areas; pxovidvd, further, Declarant shall have the authority ar a.%; �r and approve all plans and schedules prior to commencement,e such construction, and Declarant shall further have the ifpa autborkin to iaccesmPuse fines or require that suoh work he stopped if peeking or access disruptlu" erases from the Parcel 'owner's i- fatlure to comply with the foregoing criteria or the approved ch Parcel -plans-and schedules; provided further that any su ff' OWner who violates said requiremants and create h unreasonable disruption of Parking or ae Qs 3a andem�,zfX any atlser Parcel owner for damages proximately haXIcauead by said is disruptions, As used herein,. the term "Semi -Exclusive Parking means (i) parking stalls that are subject to time liMit .restriations pout not set aside for the exclusive use of a u3er (S) Or C1369 ❑f c1aSpes Of L1' aril%Or i that gensiveraliy tea par the project axld'are set1asidekinq for thplAa bxclLsive use of a particular class a6 users, $Loll as, for example, bua stop spaces, taxi pickup x9acea, visitor spaces, Package pickup spades, dumPster access Spaces, and delivery service speCee;, etc, The form "Xxcluaive Parking stall (s}� means Parking stall() that are zestxicted t.a the exclusive u$e OE a user or users'or Class or Glassas Include of ltgeXs, but Shall.DOt those exGXuaive use stalls inCluaed in the definition of Semi -Exclusive Parking Stalls, The term `�Permanen 0464W k--. 10/24/2007 15:53 FAX 253 272 5732 EISENHOWER CARL U 010/010 _ I Exclusive Parking 6011(s)" means Exclusive Parking stalltaj where. the contractual rights of - such Classes of users extends ;for a period of an® year or mare. 1.8. Rule s $ e~gLtlet,�,., r�s. Der, clarant reserves the right to establish, modify, amend, revoke and enforce reasonable rules and regulaticno governing the use of the Parking and Common Area Easement Area, to impose firtee or other penalties to enforce said rules and regulatiarLs, and, at the option of Daclarant, to prevent use of the Parking and Common Area Easement Area by the defaulting -party while a dufaui.t.exists. cinder ttils Declaration. EXCepr as otherwise provided in this Declaration, no Charge shall be made for parking anywhere in the Patki.ng and Common Area Easement Area. No.auch rules and regulations scull materially, 'interfere with the n-ormai operation f 84y theatre'or retail complex on Parcels 3 and 4. r • 0,01 �- 1,4.1 MintenanceSan i ility, The Declarant Shall operate and perform reasonable repair, maintenance and care $or the iMPvovements'within the Parking and Common Area Easement Area_ The Declarant may perfo m its requir'od duties aet forth herein through a designated agent or by hiring an independent contractor, Currently, Declarant has cGntr*cted with Gateway CQ&het, Inc., as an independent contractor, to Pezform said duties. Natwitbstanaing anything iiarein to 'the CQntraty, during periods of canstrUCtich on any Parcel by the Declarant. In connection with its perfarmanoe of the operation and reasonable repair, maintenance and care for the impro,remente wi.thih the Parking axed COMMon Area Easement Area, the Declarant may reasanably reduce the number -of parking stalls below the number of atalle required in J tin L2, above and temporarily close some vehicular ehd/or pedestrian aaeess areas: provided, however, Degla.rant shall use reasonable care to minimize the extent and durati,tif of any such disruption to parking and. aches& area& , The pperation of and reasonable repaid, maintenance and Car6 for the improvements within the parking and Common Area Easemexnt Area shall. include, 'without limiting the generality oe the foregoing, the fallowing: a. Maintaining the surfaces in a level, moth and evenly covered, condjr_ior� with the type of surfacing material 0464W a 'ey'10 4%L CITY OF Office of the City Clerk PO Box 9718 Fe dualWay 33325- Ave South Federal Way,, WA 98063-9718 (253) 835-2540 - Office (253) 835-2509 - Fax REQUEST FOR PUBLIC RECORD Name: .� -� 1 I C. _ % �^' Prefer to be Contacted By: MPfione ❑ E-mail Street Address:"� C' ��o i �l/1 _�' i City & Zip Code:C�r C Daytime Phone: (mil) - I E-Mail: Fax:U PUBLIC REyC�OR€]SIINFORMATION BEING REQUESTED: (please be specific and detailed/attach additional sheets if necessary) f 0-7 log �/4 — Pc---., REQUESTOR TO READ AND SIGN UPON SUBMITTING REQUEST I understand that if a list of individuals is provided to me by the City of Federal Way, it will neither be used to promote the election of a official or promote or oppose a ballot proposition as prohibited by RCW 42.17.130; nor is it construed as giving authority to give, sell o provide access to lists of individuals requested for commercial purposes as prohibited by RCW 42.17.260(9). Further, I understand I will b charged .15 cents per single -sided, 8 '/2 X 11 page (double -sided pages are .30 cents); rolled plans vary from $5.00 - $7.00 per page. also under3`tayd other siz�co:s��are!pSle at a higher cost. gfiaturedf Requestor Date of Request INTERNAL USE ONLY — INFORMATION TO BE COMPLETED BY CITY STAFF This request is best handled by Department Division Therefore, for purposes of processing, a copy of this request was provided to: On: Additional Staff Copied: 5-day response rule beoins one working day post receipt.... responsible staff must advise, the City Clerk, on or before day 5, if documents are not able to be produced within five working days Day 1: Day 2: Day 3: Day 4: Day 5: Was 5-Day Letter Sent? DNo DYes/Date: D5-Day Letter Attached DEADLINE EXTENDED TO: Location of Records: DOn Site DOff Site BOx/lD # Notes: DThis Request Was Satisfied/Date: DThis Request Was Not Satisfied/Reason: DThis Request Was Denied/Reason: ACKNOWLEDGEMENT OF RECEIPT UPON COMPLETION OF REQUEST (completed request form to be filed with the City Clerk's Office) 1 A -0 -0-7 Signature Acknowledging Receipt Date of Receipt City Representative:_ i::� Time Tracking Number of Copies: Fee:$ b no C:IDocuments and SettingslDefaultlLocal SettingslTempIPUBLIC RECORD REQUESTb.doc-04/04/03 Page 1 of 1 Janet Shull - Hampton Inn - Completeness comments From: Sanjeev Tandle To: Janet Shull Date: 10/11/2007 12:15 PM Subject: Hampton Inn - Completeness comments The application is complete regarding Traffic issues. However, the site plan shows that the proposed main access to the site along Gateway Center Boulevard S is within 250 feet from the driveway on the other side of the street. WAC 468-52-040 limits access on collector streets such as Gateway Center Boulevard S in Federal Way to access spacing of 250 feet. Therefore, the current proposal will need to meet access management standards and should be modified. FWCC Section 22-1543 indicates a procedure and allows the public works director to modify access requirements. Once preliminary traffic queuing analysis has been completed, the applicant's traffic engineer may submit a written request for access modification if desired. fileJ/C:\Documents and Settings\default\Local Settings\Temp\XPgrpwise\470E13DACH... 10/11/2007 FW: Hampton Inn and Suites (07-105269-00-UP) ) Page 1 of 1 Janet Shull - FW: Hampton Inn and Suites (07-105269-00-UP) From: Janet Shull Design <JanetShullDesign@comcast.net> To: <janet.shull@cityoffederalway.com> Date: 10/15/2007 7:52 AM Subject: FW: Hampton Inn and Suites (07-105269-00-UP) ------ Forwarded Message From: "Brian Asbury" <BAsbury@lakehaven.org> Date: Thu, 11 Oct 2007 13:04:04 -0700 To: "Janet Shull Design" <JanetShu11Design@comcast.net> Subject: Hampton Inn and Suites (07-105269-00-UP) Janet, Applicant has completed and submitted to Lakehaven all applications (Developer Extension Agreement) necessary to be able to determine the applicant's requirements for connection to Lakehaven's water and/or sewer systems to serve the subject property. Let me know if you have any questions or need additional information. Brian Asbury Engineering Technician III Lakehaven Utility District htto:llwww.lakehayen,ora/standards.htm <http://www.lakehaven.org/standards.htm> FAX 253-529-4081 NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. All fees and charges subject to change without notice. ------ End of Forwarded Message file:HC:\Documents and Settings\default\Local Settings\Temp0Tgrpwise\4713IC4ECHP... 10/15/2007 A�k CITY OF Federal Way DATE: October 11, 2007 TO: Janet Shull FROM: Sean Wells, P. SUBJECT: HAMPTON INN & SUITES - (07-105269-00-UP) 31626 28TH AVE S - PWDS Completeness MEMORANDUM Public Works Department We have completed a preliminary review of the project proposal. We have determined that there is enough information submitted to deem the application sufficient and complete to begin a technical review. Technical review has not commenced yet. Technical review comments will come under separate memo at a future date. 4 5 &�e,4 4- f vca � CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: October 1, 2007 TO: Will Appleton, Development Services Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire and Rescue FROM: Janet Shull FOR DRC MTG. ON: October 11 -- Completeness Review FILE NUMBER(s): 07-105269-00-UP, 07-105270-SE RELATED FILE NOS.: 07-103614-PC, 05-101485-PC PROJECT NAME: HAMPTON INN & SUITES PROJECT ADDRESS: 31626 28TH AVE S ZONING DISTRICT: CC-C PROJECT DESCRIPTION: To build a Hampton Inn & Suites 143 guest room hotel with meeting rooms, lobby, pool, excercise room & other guest services. Total square footage: 87,000+. Includes all civil improvements. LAND USE PERMITS: PROJECT CONTACT: Process III, SEPA ED ABBOT, AIA - ARCHITECT ED ABBOT 1221 2ND AVE Suite 300 Seattle, WA 98134 2062851224102 (Work) MATERIALS SUBMITTED: Master Land Use Application, Survey plans, civil plans, site plan, elevations, landscape plans, SEPA checklist, TIA, Parking Study, Level 1 Downstream Analysis, Color and materials Xerox, 2 sets mailing labels with address list and parcel map, site photos, statement of design intent, Geotechnical report, title report, zoning map, TOD map, Comp. plan map, Kroll map, parcel maps, topo map, vicinity map, parking easement agreement, CPTED checklist. �r SEP 2 1 2007 CITY OF CITY Or F 20 Federal Way 11U1LDINQI)Ep7 a� APPLICATION NO(S) l)! - f Project Name A Property Address/Location Parcel Number(s) Project Description MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607; Fax 253-835-2609 www.cityoffederalway.com JJ J 16 PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director=s Approval) Process II (Site Plan Review) X Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI >C SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information � -Zoning Designation 6sf 'Comprehensive Plan Designation + %P 1I V Value of Existing Improvements s 1✓41 L, Value of Proposed Improvements International Building Code (IBC): r-1- I Occupancy Type {,4l I n_ Construction Type Applicant Name: W'Y A. lkCf Address: 12,,?_1 2 N17 �tr City/State: �04f<,,r Zip: 125101 Phone: %it'o • p$rj 11,4 x 1d2 Fax: ZdG •/` `�3G/o Email: eJ G. aha1 air, c, j Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner �{ f II 11� Name: 140 - All F101 W . Address: I ✓a1, 15 City/State: u V-W l L L WA,. A t Ig� Zip: 181 to, Phone: Fax: k"Ole- Dd qP Email: 2-.3 t--2- 2 1 D SiglQtu f i--oafl4S�c(2 c o M e-ASf-./ fi r Bulletin #003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application M City of Faded Way — GIS Division — P.O.Box 9718 — 33325 8th Ave. S. — Federal Way, WA. 9NO-9718 — (253) - 835 - 7000 — www.dtyoffedmlway com Map 41 ir/. fI r Steel_Lake y Park - -• r .+.ah i 2. 1O. CHI SEA GOU& Wit:.--. I �_ — - -- .�•.-~' i . ! 1r-'i-:-•- 41 r.r r'r f .• i J, `1 ..... ss Map 66 SE-09-21-04 Streams Subdivision Boundary Lakes nrr or 25R Contour Index City Limits Tax Parcel Boundary iw-+�.�'s'e�•rrr..r ��••—�.+ �� 25R Contour De ression FW PAA Boundary Buildings, Commercial and ResidentialFederal Way P ry 9 . J'�- 5R Contour Interval Other Jurisdiction Paved Edge of Roadway Quarter Section ConlourAllas 5R Contour Depression Quarter Section Boundary d tmµ 100 eeo N ee,w,+ezoo �i RECEIVED S E P 2 1 2007 CITY OF FEDERAL WAY BUILDING DEPT. w z w �- LLJ m -� Lu Z - W c U 0 3 a k t v w ` °e F_' �n L <� 0 rn w cn Q > a J Ln W o co O O = to Z u ¢n N ID ;`C 3 ZI m li C� S a m rn c 0 u m a 3 CL c 0 o wNw W m � -0 I"O.ZL-•S9Z h u at ;j �^ p u 3F m N N L rn w 0a L C N tC •S's� �, _ � C i L m Jd N L-Lo n 3�' co 4-1 r C Ln p oN 0 w o —N D � rl m � eqf •S�,`�'s 1>1 V Ln Y .. RECEIVED 0 > D U ui O oC o w p z �;[ [ Y yr rcL BUILDING Architecture Interior Design Aug 31, 2007 Hampton Inn and Suites @ the Gateway Center Design Intent The design intent of this project is to have a distinct base, middle and top. The design of the base incorporates windows, arcade sidewalks, foundation landscaping and material changes to emphasize the pedestrian scale. The middle section is simplified with few material changes and patterned articulation with windows. Trellis and cornices elements are used to create a distinct top. Additionally, parapet heights change to further emphasize the modulation of the building masses. The entry faces the primary right-of-way (Gateway Blvd.) a.pedestrian oriented plaza connect the entry to the street. The Plaza design incorporates benches, colored pavers and awnings to clearly delineate the entry (in accordance with 22.1636). Additionally, the building is designed to maximize transparency on the ground floor; the principle facade (West Elevation) has 40.219% transparent glazing area, please see sheet A100 of drawing submittals for area calculation (in accordance with 22.1638 3a). RECEIVE SEP 2 i 2007 CITY OF FEDERAL WAY BUILDING DEPT, 1221 2nd Ave. Suite 3O0 Seattle, Wa 981O1 fax 285-936E 2OB-285-1224 0 EXTERIOR COL -ORS AND MATERIAL VAN DYKE FEILD COLOR COTTON TRIM PECAN SHELL 5 55 GOLOR EXTERIOR COLORS ALTERNATIVE MASONRY SOLUTION SAND STUGGO RECEIVED SEP 2 1 2007 C)ITY OF FEDERAL WAY JOB NO: 0616 BUILDING DEPT. PROJECT HAMPTON INN $ SUITES, FEDERAL WAY, WA 830 44h Ave South, Suft 201 Seatiie, WA 98134 . phone 206.2851224 . fox 206.2859366 _�k CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 www.cityof federal way,com Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. Section and Performance Standard Section 1.0 1.1 ✓ Functional Area Performance Standard Evaluation for Agency Use Only Strategy-^ ■ Applicable during Site Plan Review 1 6 Applicable during Building Permit Review Natural Surveillance Blind Corners _Conforms Avoid blind corners in pathways and parking lots. Revise __NA Comments: . Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. ■ 13 Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy 1.2 Site and Building Layout Allow natural observation front the street to the use, front the use to the street, and between uses Bulletin #022 — August 18, 2004 Page 1 of 9 _Conforms _Revise _NA REC .IVED Comments: SEP 2 Z 2007 k:\Handouts\CPTED Checklist CITY OF FEDERAL WAY BUILDING DEPT. Section and ✓ Functional Area Performance Performance Standard Standard Strategy it Applicable during Site Plan Review e Applicable during Building Permit Review ® Orient the main entrance towards the street or both streets on For Non -Single corners. 0 Family Development © Position habitable rooms with windows at the front of the dwelling. ■ Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. a Locate main entrances/exits at the front of the site and in view of the street. ■ For Commercial/ Retail/ Industrial If employee entrances must be separated from the main and Community ❑ entrance, they should maximize opportunities for natural Facilities surveillance from the street. A ❑ In industrial developments, administration/offices should be located at the front of the building. 0 Avoid large expanses of parking. Where large expanses of For Surface parking are proposed, provide surveillance such as security Parking and cameras. ■ Parking Structures Access to elevators, stairwells and pedestrian pathways should ❑ be clearly visible from an adjacent parking area. ■ Avoid hidden recesses. ■ ri Locate parking areas in locations that can be observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. 9 Other strategy used: 13 Evaluation for Agency Use Only Bulletin #022 — AuEUSt 181 2004 Page 2 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open —Conforms Space _Revise Provide natural surveillance for common open space areas. ..._NA Comments: Position active uses or habitable rooms with windows adjacent to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. 0 Design and locate dumpster enclosures in a manner which screens refuse containers but avoids providing opportunities to hide. ■ Locate waiting areas and external entries to elevators/stairwells ❑ close to areas of active uses to make them visible from the building entry. e ❑ Locate seating in areas of active uses. e Other strategy used: 1.4 Entrances _Conforms Provide entries that are clearly visible. _Revise _NA Comments: . Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to t FWCC Section 22-1569(D). Permit Exceptions. (Applicable during Certificate of Occupancv Inspection). Other strategy used: El 1.5 Fencing _Conforms Fence design should maximize natural surveillance from the _Revise street to the building and from the building to the street, and _NA minimize opportunities for intruders to bide. Comments: Bulletin #022 — August 18, 2004 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ I Functional Area Performance Performance Standard Standard Strategy r Applicable during Site Plan Review e Applicable during Building Permit Review ❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates ❑ open elements to allow visibility above the height of five feet. e If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. e Evaluation for Agency Use Only Other strategy used: 1.6 Landscaping _Conforms Avoid landscaping which obstructs natural surveillance and _Revise allows intruders to hide. _NA Comments: Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. ■ Use low groundcover, shrubs a minimum of 24 inches in height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ Avoid vegetation that conceals the building entrance from the street. 0 Other strategy used: 13 1.7 Exterior Lighting ,Conforms Provide exterior lighting that enhances natural surveillance. _Revise (Refer to FWCC Section 22-1631(g)(1) for specific fighting _NA requirements.) Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which ❑ addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. : Bulletin #022 — August 18, 2004 Page 4 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy N Applicable during Site Plan Review e Applicable during Building Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. r For areas intended to be used at night, ensure that lighting ❑ supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. e Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and ❑ mature form, as well as any other element that may have the potential for blocking light. e Avoid lighting of areas not intended for nighttime use to avoid ❑ giving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. 1 ❑ Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e ❑ Use photoelectric rather than time switches for exterior lighting. e In projects that will be used primarily by older people ❑ (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy used: 11 1.8 Mix of Uses _Conforms In mixed use buildings increase opportunities for natural _Revise surveillance, while protecting privacy. _NA Comments: Bulletin #022 — August 18, 2004 Page 5 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ Include food kiosks, restaurants, etc. within parks and parking structures. ■ Other strategy: used 1.9 Security Bars, Shutters, and Doors _Conforms When used and permitted by building and f re codes, security _Revise bars, shutters, and doors should allow observation of the street _NA and be consistent with the architectural style of the building. Comments: ❑ Security bars and security doors should be visually permeable (see -through). e Other strategy used: El Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification _Conforms Ensure buildings are clearly identified by street number to _Revise prevent unintended access and to assist persons trying to find _NA the building. Identification signs must conform to FWCC, Comments: Section 22-1569(D). Permit Exceptions. ❑ Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022 — August 18, 2004 Page 6 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 0 Applicable during Site Plan Review e Applicable during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e ❑ Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy used: 2.2 Entrances _Conforms Avoid confusion in locating building entrances. __Revise _NA Comments: Entrances should be easily recognizable through design features and directional signage. (Signs must conform to FWCC Section 22-1569(D). Permit Exceptions. ■ Minimize the number of entry points. ■ Other strategy used: 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorized access. _Revise _NA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: 2.4 Landscaping Location —Conforms Avoid placement of vegetation that would enable access to a —Revise building or to neighboring buildings. _NA Comments: Bulletin #022 — August 18, 2004 Page 7 of k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard S trategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, ❑ fences, and gutters next to second story windows or balconies that could provide a means of access. t Other strategy used: 2.5 Security _Conforms Reduce opportunities for unauthorized access _Revise _NA Comments: Consider the use of security hardware and/or human measures ❑ to reduce opportunities for unauthorized access. (Applicable during Certificate of Occupancy Inspection . Other strategy used: 2.6 Signage _Conforms Insure that signage is clearly visible, easy to read and simple to Revise understand [Signs must conform to FWCC Section 22-1569(D). _NA Permit Exceptions]. Comments: ❑ Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians and For Surface ❑ drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking Structures In multi -level parking areas, use creative signage to distinguish ❑ between floors to enable users to easily locate their cars. e ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. e ❑ Provide signage in the parking area advising users to lock their cars. e Bulletin #022 — August 18, 2004 Page 8 of 9 k:\Handouts\OPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review O Applicable during Building Permit Review ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy used. Section 3.0 Ownership 3.1 Maintenance _Conforms Create a "cared for" image Revise __NA Comments: Ensure that landscaping is well maintained, as per FWCC ❑ Section 22-1569, in order to give an impression of ownership, care, and security. (Ongoing). Where possible, design multi -unit residential uses such that no ❑ more than six to eight units share a common building entrance. ■ Other strategy used; 3.2 Materials —Conforms Use materials, which reduce the opportunityfor vandalism. _Revise _NA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel ❑ materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e ❑ Where large walls are unavoidable, refer to FWCC Section 22- 1564(u) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of long ❑ wearing vandal resistant materials and secured by sturdy anchor points, or removed after hours. e Other strategy used: Bulletin #022 — August 18. 2004 Page 9 of 9 k:\Handouts\CPTED Checklist Opportunities forTransit Oriented Development in Federal Way's City Center New Opportunities for Transit Oriented Development Legend About This Map Now Fod..I Way Transn Canter Target has opened a new, up to dale Iprmal slave al the commons General Legend: School r A rfgrOnal Imnsil la[Iltly Is berm3 consnucled m Federal Ways Clly with conalru— under way Ip add new stoles antl a new slaleul- Bench HI h Map Dale Zo5 Map Prepared by Center The prc(ecltndudesa5-lb, parking garageand a Ian n plallorm vnlh up to 14 bus bays supporting Sound Transn, King County METRO. the art l0-wean oino— by Century Clnemo, In addn.n new 'patl" development aramd the malls periphery Is anitopatecl over Gmss' Open ABM Is ReAKXW. ( Sc�ml New Development: CitY of FoderaI Way, and Plcrce Transn tor— The de to pmenl of Il.s new Iransn center has esufled In some exaung new d—I.p nl opportunllles Trio parcels on hen sloes of the T-1 Cenler are Transn Onantetl wtapment (TOD) the rmxl uvp yaaas The Cuy has engaged the Leland Cwsulltag Group to conduct a Pzvemenl . Sidewalk ,t Shops New 1-4 Center GIS Dmslon n i 33325 BIII Ave S_ NF v Poe -- g305 propertns Thal Sound Tmnctl is planning to de -lop The vno<nni budding, markal study of the Federal W. v CIIy Center to net,, mine the Sluecls Church Chur h rOD Areas Ferlernl Way. WA 900d3 Ian'ed haft mflll, and redo olnnmenl oI a-uhn sh.pp- centers I.. demand for new ratan Wparlunn a�especuJly nllnslyk'retaq Crosswlks _ ® New Prgects 1253 B35 7000 addtnoaual development oppalunc.as that can be launnln the Cny Cenler lealurtng hlgheriend stores, tales antl reslauranlS amenruK for MyI%Or Us-: r Houslrg ® Dr soAccess Romp vnwr ca lae—I waywa us Exlsling and Future Conditions pedestnansrshappers— Inadd,to Laland'swork volt lncladea ran I,pmenl strategy Ihal wdl help bclh the Cily arM local Commercml L] OOIce Alternal lve Modes CITY OF Federal Ways Clry Centel is wradupve to allernallve modes al Uanspoalallcn Easy mass to Intemmre 5 albws for an excellent selecllon of hus raulas properlyomeNdevebpers address these cppoHuntnes more successlully Thls study shoultl be ticne W June 2005 w-•1 - Bank Single Fpmlly House offransportallon: I Federal Way Ihal prpade Public lransparlatlon links la the rest of the Cny andreOlon Wblit Pplk pus Slop Many oI the sucels In theory cord Irat... brie lane;The po11r-stnan GMTeprgpN[b/4rmg41prk Cale! Co!Ix Shap Bus Penn., i 0 �25 250 500 Feet conneclwtty is oxtensweand mine±In the loan al stdnwolks,-11—rswtthtn lots,vos—Iks.and'Jals beuweenddlerenlgrates =trey qNn ra mr.�Ytlyl/vr 111 gGmup6-C rk Ttatd Thta 0 rylap�enm Tlanstt service Tmn par41n9 ptondtng access J70W nN. aarwarcraxr an qtq telvvf lknq•^. tram 2000. e 6_ C CIImc V U,,j, Lgletldr. Lakes Pnrk and Rlde Federal Wa71 Cny Center has a lull ran0e of uses amenit.^C and activges anabla lhalwlll mnttnuo logrow rota thelulure In addlllon,the Dry •7 I Fist�g Taonsll Service Twm Lakes Park Rltle 0 1 2Mlnutes g me. prgt,P help tollowal =I,d,,, arM hat well het hapa the de+ebpmonl of the CIlVCenlerlpwardsamore pedeshtnn lrtentlly mmpacl dvwntpvn pq/NFatrgylry gyp d Goantng g Formers M1larkel C plonkNea J oral i� Tronvl Servtce, Nodh owe's Wuy antl IK Walking Time • The Cn, Is cunenlly mnducung on Environmental Impact Sl Id, r C '• f I� --� o110 years of luture cl—eopmenlin the Cuy Center which will " sC Unibfik— Gas Siouan Restrapms -- ^� Transdsem" Twtn L,k.%Hayl RoadI. L� F'a�r' '�'atdTvrtnation=, 'doable luture pi Wei ly tic•,elppers la secure duwalopmetn petmus ex,e.ously onpteitctably. Iath.ed haang to shoulder the Nrtlen for t Y� [ Scenic Ve,, ^� Transn Sernce'Tlwn Formcre lhe',e lndaad,oty enaronmenIII raaew Thls PI...eul Action should be dono by midyear 2005. f fta, %e_. Sheltered sp,—Nen Lakes Park and NuIn lnlormallon on exulln got,mhuh,bes. please do not he'dou, to co,—i The GO=,It Federal Waytsunnorgamgretle.clapmenl c"—'znosnmvvre' uaJm 3 Transn Sem[e Local Pxx.v�e��t �r�.�wy ��q�1.Fi+mrJr.y.�c.nmic lJAC[fb6hlela Dlreaor and repos�uoning wlIn bin cln, all eddy m ode and more underway 1"h rig Federallvav sernco OL"I ! I Iyb r Bg.'ireh �� Bike Lanes ,4J „_ .I -a Y OF FEDERAL VVAY BUILDING DEPT, City of Federal Way Comprehensive Cityt5MhAveS, . 33325 8th Ave S, Plan Designations Federal Way, WA 98003 tfd,wiyeeeralway.com Des dST Kent Moin � �� SIP., L=ka a pf"J:a; � CSiJia7 9 jjV 410 f OsM 5 P via" or a y � r Mo�vey�"01M PKWI ` mown Tacoma r74-A0f. 1 rr R r � Ly4B pl T► Tra1Ui Z9 Laxp Fs r•' I Milton I Edgewood Map Date: 81% SCaI£; — J City Carter Core HusrsssPark City CartarFrarno Koighhrxhoa�9usiraas Tk3 map is imm�ded for Asa as a SraglsFamlly gqrapfcca represenia^-en ONLY. lip3rJmlk<+SrtY TMCtyOIlrl rallNayreakes 0 112 1 We ,, ti Co•ponls Park Carrmrnity 9uiness Snt FaTily• 'to warrStvyss to its=wrasy, 'v clim Park Pa•ka and Open Sea,--4 cnsiry, Federal way 0 112 1 Kilortietcr 8. F`WasaionalOmce MuV-Fames Co n"roa'ffle.: eaum Siege Farnly-hol Derma A ty lrc� ix2iaJusorx'mrknsrrrtwref+trxm a��m! REOEIVEED c P NN t;ITB�AY LDING DEPT. r r r � Pacific EnfjJn&L-jyJIiJ Design.,r; Civil Engineering - Planning Censultzintz To: Abbott Heys & Associates 1221 2nd Ave, Ste. 300 Seattle, WA 98109 We Are Sending You: Letter of Transmittal Site Location: Mailing Address: PO Box 24060 15445 53`d Ave S Federal Way, WA 98093 Seattle, WA 98188 Phone: (206) 431-7970 Fax: (206) 388-1648 Website: www.paceng.com Date: Attn: Job No: Project: June 13, 2007 Ed Abbott 05046 Hampton Inn Sheets Including Via: ❑Fax Fax # Transmittal Courier Hour Courier # ❑ Mail Other V90 A, d-01 Copies No. Description Level 1 Downstream Analysis 5 66 Remarks: Copy: Signed: ❑ Original ❑ File Copy ❑ Billing Copy 5130 5137 RECEIVED -_5160 5135 5150 5165 �EP 2 1 2007 5136 5155 5166 C;ITY OF FEDERALWAY BUILD NG DEP l FFII FT I 31020 28th Ave. S Federal Way u g u S 320TH St low 111 VICINITY MAID RECEIVED SEP 2 12007 JOB NO: 0616 O;TY OF FFC)ERAL WA PROJECT HAMPTON INN $ SUITES, FEDERAL WAY, V*UILLANG DEP T. SW 411 Ave 6outh, 5ult+e 201 5eatHe, WA 98134 . phone 206.2851224 . fox 206.2859366 S 317tH St 9921 ri49321 9u?111.19l zf AG 9921949329 (1y7i 04�'1S•T i MAP -lots A Jy1194W t}_, 1 2 1 N I l? tE Federa Pg71949931 992, 94u151 ��y:1r_1•fyf= Lai RECE L SEP 2 ' 2007 99219.rv328 CITY OF FEDERAL W BUILDING DEFT. {Cl 2DD5 King County 0 119ft The informffilon Included on fflis map has bean compiled by Kfna Caurny slafl frpm a rariely of muwa and is subject to shenge wiihou! notVice. King Caunly maka9 no reprasantallons or warranties, express or imp! gd, as to axurecy, campletenesa. Ilmeiiness, or rlghts to the use al such allormatipn. 'ibis yxumem is nol Intended !or use as a atavey produu. Krny CAunik shall nal tae table tar prly ganeral, speoal, irxihect, lnoWenlal, or mftsN uen{ial LQ damages [rrauding, btJt not Ilmited to, lost revern>eF or bst prohts rBgill[Irlg from the use or misuse of tha irdarmerbn contained on this map. Any sale of King County th4R meu or �Nomtazlon on this map is prohlhiled except 6y written permisseon o! King County. Bate: 722007 Source:King County iMAP • Property InfomlaRlon (nnp:lAvwW,rnalrokc.gowGl3AMRPl y en w 4 I ICI '�y2i CI.ry3z8 pub 104995-f V r 3� S 31TTH ST 9Y2194y32? 9y2i1P4y320 Federal Way Ine Imormwon In lUNOM on this map has been compiled by King County St,M[ Item a variety of sources and ie ^alit Caurrcy makes no representations or warranties, express or implied, as to accuracy, completeness, limarine s• or ril This dxument.fs nol Inlended for use as a swvey product Kt("inq County shall not be liable for any general, $pedal, L damages ir>riuding, but not limited to, bst revenues or foss prorils resulling }rpm the use or misuse of the iMomwlion this map or inromralson on this map is pmnbited except by wnhen pehni&sipn at King courtly Date: 7M2007 Source: King County !MAP - Property Information (hhpinvww.maTmkc.gov)GISAMAP] 092194y'85 9921/149 i b? y 7 d Oy21049246 992 i 9-19339 E CEP 2 1 2007 CITY OF FEDERAL WAY D1 111'ift - IJIM NG OF -PT to cTmnge wh IrraI= King to the use dr sude N[ormation �0, Incidental. Oroonwquemial LQ tdnedanthis map. Any sale ar King County Highlighted Feature —_I County Boundary Highways Zip codes Forest Production uction District Boundary Agricultural Production District Boundary Urban Growth Area Line % Incorporated Area Streets 11 ig hway Arterials Loral Lakes and Large Rivers Streams Tribal Lands !MAP Legend Parcels QParks Unincorporated KC Zoning A-10 • Agricultural, one DU per 10 acres A-35 -Agricultural, one DU per 35 acres F - Forest M - Mineral RA•2.5 - Rural Area, one D U per 5 acres RA-5- Rural Area, one DU per 5 acres RA-10 - R u ral Arom one D U par 10 acres U R- Urban Rexrve, one D U per 5 acres R-1 - Residential, one DU per acre R-4 - Residential, 4 DU per acre R-6 - Residential, B D U per acre R •8 - Residential, 8 D U per acre R-12 - Residential, 12 DU per acre R-18 - Residential, 18 DU per acre R-24 - Residential, 24 DU per acre (cont) EDR-48 - Residential, 48 DU per acre �NO - Neighborhood Business FI CB - Community Business �i �I RB - Regional Business El 0.Office i- Industrial n Other l� King County Council Districts If�ECEIVED 5EP 2 1 2007 CITY OF FEDERAL WAY BUILDING DEPT, no Im[]fnlaaon inlplWeO ❑!s Inry map nos CCen compiled by Kf[xp County staff from a variety of sources mid is sobisci SR shaige WRlwut fgtioa. King CauMy makes no representaliortr or warranfles, express or Implied, as to accuracy, completeness. hmellness, or fights to the use of such information rthls document is not {rterxled for use as a survey product, King County shall not be liable for any yenerel, special, fndirec:t IrK*Mrbl, or consequential damages irrduiing, b%t not dmlted to, lost reverwes or lost profits resu#ing irrxn the use or misuse of 0te infortnallon contained on this map. Any sale o1L9 thls map or Wormmion on this map is prdhlhted except by women permission or Icing County, King County Date: 7MR007 Source: King County NAP - Property Information IMV,/ ww.metrokc.gov1G1UMAP] City of Aerial Photo Federal Way Atlas Index City of Federal Way, 33325 8th Ave S, Federal Way, WA 98003 (253) 835.7000 www•ci federal-way_wa.us Witit�5lj 43 cake P U G F TSOUND a' 5 ' 6 r' 71)d 7 fi�r i5702• 1 19 18d aft---`� ..t �,� r--• 042. 9 12 = 17 20 • 22 ' ' 26 r • 29 4 • 33 38 as � Lmawa Y`�' rio �401 �ry�,} �/y� • 1 715 10 i 28 31 0 4 i 35 '39 40 43 I M t - i y15 = 4 i 48 53 74"4 i 57 56 r �• 7$7 '�1i'41f y A0 51 54 i 58! ; 59 62 i 63 ` 66Wd 71 Y g t � 7$ 77 1W r 85 1 Tia 3-04 �'75 79 80 ' 40 clrl�.i w w i 7, "�r' �• 2r' 03 97 1 101 ........- 4r-- i 1 i Lairs IQ") 31.2"f��4 }� - �? 7 r 1127g� � �$` i �'+ �P 39.21E-714 1061E 1 110 N4i,tan Mats Date: 7104 38 - Detail Map Number Scale: 0 112 1 Mile '� 714 - Kroll Map N 9 08-21-04 -Section, Township, Range 0 112 1 Kilor,•teter The map is rmrrded rar Lee as a Wral ryaraaanra.lon ONLY, Ay cr Wa a! Way maker no wasrarty as to a accuracy" I tnrey RECEIVE® S E P 2 1 2007 CITY OF FEDERAL WAY BUILDING DEPT. Click here to view a morg etailed map (PDF File) AsZoning Map 44 ar. Dr SE 09-21-04 - Federal Way SE quarter of Kroll 715 47' 1%21.e33781 N 3 a F NI 47' 18 53.385235 N Legend: Parcels iy zoning Boundary weeanda• Ciry Owned Property (Non-SWUrr) "SV N_ Surface waldr Dana City Owned Property (S-ARA") Cirtryy S Stare Puf�lic Park IGng County Owned Property Landmwk Multi-Farnily Complex Private Tract! Go.,m. nArea Pvblit: Schaal Zoning Deslgnatlons: - City Center Core - City Center Frame - 1 unk&,400 S.F -1 ungf7,200 S.F. FE0EHALO WAY 47` 19 21.03781 N 3 g $ cTL ., Irma r- d N p Z 47' 18 53.385235 N 'Weeand Sourco: 19ad City swm.l3curds,,es are apProximale and Wdlional areas may cxLci This is NpT a:a ipe a Bali survey.s� '- CE i 0 250 5C0 Feet N ,hwar�ct�rr nn warra^a^es. a+id'is sir++A'y G s W SONC ' dp'BWarT18ri0n. CITY OF FEDERAL V DUILDING DEPT, ABBOTT HEYS AD aoSDCIAT C : i— SITE PHOTOS ❑2 JOB NO: 0616 PROJECT HAMPTON INN $ SUITES, FEDERAL WAY, WA 2112 2nd Ave, Suft 300 SeoHe, WA 98101 . phone 206.285.1224 . fox 206.285936E �� M rli. r 1 P �� n f . ABBOTT HEYS SITE PHOTOS 0 (PHOTO TAKEN FROM ACCROSS 1-3) ka-] (PHOTO TAKEN FROM ACCROSS 1-5) JOB NO: 0616 PROJECT HAMPTON INN $ SUITES, FEDERAL WAY, WA 2112 2nd Ave, SuFhe 300 SeaHe, WA 98101. phone 206.285.1224 . fax 200.2859306 .� 01/26/2007 12:03 2063062, 1 PACIFIC INT BANK PAGE 02/12 POLICY OF TITLE INSURANCE ISSUED BY SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCI4EDULE B AND THE CONDITIONS AND STIPULATIONS, PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC., a Washington corporation, herein called the Company, Insures, as of Date of Policy shown In Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Title to the estate or interest described In Schedule A being vested other than as stated therein; 2. Any defect In or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land. , The Company will also pay the costs, attorneys' fees and expenses incurred in defense of the title, as insured, but only to the extent provided in the Conditions and Stipulations. IN WITNESS WHEREOF, Pacific Northwest Title Insurance Company, Inc. has Caused this policy to be •signed and sealed by its duly authorized officers as of the Date of Policy shown in Schedule A. �1 PACIFIC MRTHWEST THE In,ulranes Company. Inc. Rr05Id Aulharked 8lgrratory NORTH VEs'i —►(7i.1L 77 "Z Scattlef. (EXCLUSIONS FROM COVERAGE Ttwfail owing mwMm sraexpresalyrxcluded from the coverage of thfa Coil Cy ondtheCorn oany wlfl not pay loss a Clam W. costa, aticrntlW toes ar wo riz" whleh orl" Oy roe eon Of; I (a) Any law, crdlrra"n or gavanxnentaI mail lalloIt fnGud In but_notkmited to twlid(ng-and zoning lawn. oralnnnea C, oY regulellonaj raStT1tV tt. ror)uiaVng, prohlptting or rolrnrng to (4 the oecupnnry, rise• ar anJeymam Of the lar4; (It) the character, dl(non$WLkt or focatlan of nny Imptavament now or hareallar erected on the lend; pit) a separation In orinetshlp ar a chtun90 In th9 dime an Ions a am9L of the land or any parcet 0 wN0It tho lead Ip ar urea a part; or (I-) 4rmranmontAt pro40010n, or ttin aflecl e1 nny vi0falfor of 1h000 lows, ordlnano/sOr gavammapW mall launn oxcapt to the ex;ant Ihat o nelTca of the onforCom 0 nt MOM01 or a notice of a defect, Non or encumbrance renuhIng from a violation ai allopod violation aff rOng Ihe'tand MS aOOn roosrdad In thn public records 01 Dato Or Policy. (bi Any Oovammenint Ponca poweinot exelutled by (a) aberrpr axcmpl to Ihn extent that is notion of the oicarals8 thereof Ora notice of n defect, Ilan ar ancumhrrnce re9ullkug from a viatatlon orauagerl violation affeoting the lend has OOon roeOrdod In the publlr records a1 Date of Pollry. - 2. 0(ghty of aftrIO H domain un(a-% nolias of the exatelee (hared has been retarded In the public raourdn at Data of RPJ". 001 tint elcd"ng Irvin coverage any tehing which htla occurred prior to. Date oI Polity wNch would 04 binding an the righla of a purchaser, for value without Itnowledga. 3. Defects, liens. oncumbranorl% advorne claims or other maMor= (a) created, aulfered, eenumsd qr agruCd to by the Ineusest eieiman[; (b) not known to tho comprmy. not rvtonled In the pv>'Iic rOt:Ord.s Al DI10 Ol Policy, but known to she Insumd claimant and not dleclonid In writing to tho Company by The Insured c.Wrnnnt prior to the dale Ike Insured claimant beceme dA Insured under this policy; (c) moulling in no loss or oamnge to tho insumd claimnnti (d) altaching or created aubs"uani to Data or Policy; or (e) rat rPill ng In loss of damapa which weuid "I have Harm sustained it the insured claimant had paid value for the estate or Intefest Ureured by this policy. • 0.1093- 2 ALTAQtNN&,s PGLicy-- t0.17-82 SEP 2 1 2007 CITY OF FEDERAL WAY BUILDING DEPT. 01/26/2007 12:03 20630: 60 PACIFIC INT BANK PAGE 03/12 Extended Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE A order No.: 618175 Policy No.! 1093-241567 Policy Date:'May 31, 2006 Amount: $346,S00.00 at 14:41 p.m. Premium: $1,617.00 I. Name of Insured: ROYAL HOSPITALITY LLC, a Washington limited liability company 2. The estate or interest in the land described herein and which is covered by this Policy is: FEE SIMPLE 3. The estate or interest referred to herein is at date of Policy vested in: ROYAL HOSPITALITY LLC, a Washington limited liability company L 4. The land referred to in this Policy is described as follows; As on Schedule A, pages 2 and 3, attached. 01/26/2007 12:03 2063062 PACIFIC INT BANK PAGE 04/12 The land referred to in this policy is in the State of Washington, and described as follows: PARCEL A: That portion of the southwest quarter of the southeast quarter of section 9, Township 21 North, Range 4 East, W.M., in King County, Washington, described as follows. Beginning at the southwest corner of said subdivision; Thence north 01029,18" east along the west line thereof, a, distance of 540.77 feet to the easterly margin of 23rd Avenue South; Thence north 25'40129•" east along said easterly margin a distance of is.99 feet to a point of curve; Thence northerly continuing along said easterly margin along the arc of a curve to the left, said curve having a radius of 390.04 feet through a central angle of 23133114" a distance of 162.84 feet; Thence south 90024115" east a distance of 304.98 feet; Thence north 01029118" east a distance of 11.49 feet; Thence south 88624115" east a distance of 265.00 feet; Thence north 01929018" east a distance of 13.91 feet; Thence south 88°22127" east a distance of 452.50 feet to the TRUE POINT OF BEGINNING of the herein described tract; Thence north 01029'18" east a distance of 27,55 feet; Thence south 88024'15" east a distance of 246.95 feet to the west margin of Primary state Highway No. 1 (Interstate 5) as now established; Thence south 21'06'15" west along said west margin a distance of 125.02 feet; Thence south 26012130" west continuing along said west margin a distance of 142.38 feet; Thence north 690391560 west a distance of 254.77 feet; Thence north 52049145" east a distance of 122.42 feet; Thence north 019291180 east a distance of 61.o2 feet to the TRUE POINT OF BEGINNING; (ALSO KNOWN AS Parcel 8 of Icing County Lot Line Adjustment recorded under Recording Number 8705120940). (continued) 01/26/2007 12:03 2063062, PACIFIC INT BANK PAGt 05/12 LEGAL DESCRIPTION, continued: PARCL'I. A--2= An easement for ingress and egress as described in rung County Recording Numbers 8705160734 and 870515073E as amended by Recording Numbers 8709222088, 8804210692 and 8910101211, and ad amended by Stipulated Judgment and Decree of Appropriation in King County superior Court Case No. 04-2-00450-6, recorded under Recording Number 20050504001748. END OF SCHEDME A 01/26/2007 12:03 20630t._.60 PACIFIC INT BANK PAGE 06/12 1 i I PACIFIC I70ItTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE B Policy No.: 1093-241561 This policy does not insure against loss or damage by reason of the following: GENERAL EXCEPTIONS: 1. Any title or rights asGerted by anyone including but not limited to persons corporations, governments or other entities, to .tide lands, or lands comprising the shores or bottoms 'at navigable rivers, lakes, bays, ocean or sound, or lands beyond the line at the harbor lines as established or changed by the United States Government. 2. (a) Unpatented mining claims; (b) reservations or exceptions in parents or in Acts authorizing the issuance thereof; (c) water, rights, claims or title to water. 3. Taxes or special assessments which are not shown as existing liens by the public records. 4. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. S. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable s errvitudes . SPECIAL EXCEPTIONS: 1. Possible unrecorded easement and/or agreement for contiguous asphalt and access with the southwesterly, westerly and northerly adjoiners, 2. EASEMENT AM THE TERMS AND CONDITIONS RZFERENCEO THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEk3 : PURPOSE: AREA AFFECTED: RECORDED: RECORDINGS NUMBER: State of Washington Highway slopes Portion of said premises and other property October 24, 1977 7710240745 (continued) 01/26/2007 12:03 206306 PACIFIC INT BANK PAGE 07/12 Policy No.: 1093-241567 SCHEDULE B Page 2 3. BASEMENT AND THE TERMS AND CONDITIONS REFERENCED 'HEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: State of Washington PURPOSE: Highway slopes AREA AFFECTED: Portion of said premises and other property RECORDED_ October 24, 1977 RECORDING NUMBER: 771024.0747 4. EASEMENT A= THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, -THE FOLLOWING: GRANTEE: Washington Natural Gas Company, a Washington corporation PLIRPOSE: Crag pipeline or pipelines AREA AFFECTED: Portion of said premises RECORDED: July Is, 1986 RECORDING NUMBER e 8607180907 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIV, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Federal way Water and Sewer District, a municipal corporation PURPOSE: Sewer mains with the necessary appurtenances AREA, AFFECTED: Portion of said premises RECORDED: March 10, 1987 RECORDING 117MSER: 8703100824 7. BASEMENT AND THE 'PERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING- 0 RAN TEEz Puget Sound Power &Tight Company, a Washington corporation PURPOSE. - Right to construct, operate, maintain, repair, replace and enlarge one or more electric transmission and/or distribution lines over and/or under the Right of Hay together w$.th all necessary or convenient appurtenances (continued) 01/26/2007 12:03 2063061"__� PACIFIC INT BANK PAGE 08112 AREA AFFECTED: RECORDED: RECORDING NUMBER: Portion of said premisev October 13, 1985 0610130446 8, EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING* PURPOSE: The purpose of establishing an access drainage and utility easement AREA AFFECTED: The westerly portion of said premises and other property RECORDED! May 15, 1987 RECORDING NUMBER: 6705150734 9. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PURPOSE: To establish access, drainage and utility easements AREA AFFECTED: Westerly portion of said premises and other property RECORDED: May IS, 1987 RECORDING NUMBER- 070SIS0735 Said easement has been amended -by documents recorded under Recording Numbers 870922208E and 8004210692. 10- EASEMENT -AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound power A Light Company, a Washington corporation PURPOSE: An underground electric distribution system AREA AFFECTED: Portions of said premises and other property DATED: March 3, 2968 RECORDED: April 11, 1908 RECORDING NUMBER: 6904110195 (continued) 01/26/2007 12:03 2063062 PACIFIC INT BANK PAGE 09/12 1I.. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED.- RECORDED. - RECORDING NUMBER: Washington Natural Gas Company, a Washington corporation Construct, install, operate, maintain, protect, improve, repair, replace and abandon in place said gas pipeline or pipelines, together with the non-exclusive right of access to and from said property Portions of said premises and other Property June 20, 298B B8o6200710 12. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED -THEREIN, INCLUDING, aUT NOT LIMITED TO, THE FOLLOWING, GCE: Federal Way Water and Sewer, a municipal corporation PURPOSE: Right-of-way for water facilities and all appurtenances related thereto AREA AFFECTED; Portion of said premises and other property RECORDED: May 25, 1909 RECORDING NUMBER: 8905250207 Said easement supercedea document recorded under Recording Number 0810271361. 13. EASEMENT. AND THE TERMS AND CONDITIONS REFERENCED THEREIN, TNCLUDXNG, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Federal Way Water and Sewer, a municipal corporation PURPOSE: Right-of-way for sewer facilities and all appurtenances related thereto AREA .AFFECTED: Portion of Parcels A and S RECORDED: May 25, 1969 RECORDING NUMBER: 8905250212 (continued) 01/26/2007 12:03 PACIFIC INT BANK PAGE 10/12 policy No.: 1093-243.567 SCHEDULE B Page 5 '14. RELINQUISHMENT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON: RECORDED: January 12, 1959 RECORDING NUMBER: 498458S IS. RELINQUISHMENT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR DY DEED TO STATE OF WASHINGTON RECORDED: October 24, 1977 RECORDING NUMBER: 7710240746 16. RELINQUISHMENT OF ACCESS TO STATE HIGHWAY ARIA OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON: RECORDED: October 24, 1977 RECORDING NUMBER.: 7710240748 17. RELINQUISHMENT OF ACCESS TO STATE HrCMWAY MD OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON! RECORDED: October 24, 1977 RECORDING NUMBER: 7710240755 18. RST+xNQUISHMF,NT OF ACCESS TO STATE HIGHWAY AND OF J"GHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON. RECORDED: April 4, 1978 RECORDING $UMBER: 1804040866 19. CONDENNATION OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECRLL TO STATE OF WASHINGTON- KING COUNTY SUPERIOR COURT NUMBER: 532061 20. RESTRICTIONS, ZMEMENTS AND LTAHILYTY TO ASSESSMNTS CONTAINED 114 DECLARATION OF PROTECTIVE RESTRICTIONS, EASEMENTS AND ASSESSt4ENTS, AS HERETO ATTACHED: RECORDED: October 10, 1909 RECORDING NUMBER: 8910101211 21. ,DECLARATION OF COVENANT .ASSOCIATED WITH M MTI-rAMILx/COMMERCin RBTENTION/bETENTTON FACILITIES AS PROVIDED IN NEW SECTION 10 OF ORDINANCE 4938, AS HERETO ATTACHED: RECORDED; September 23, 1987 RECORDING NUMBER: 6709230584 (continued) 101/26/2007 12:03 20630621—) PACIFIC INT BANK PAGE 11/12 policy No.: 3.093-241567 SCHEDULE B Page 6 22. RESTRICTIONS CONTAINED IN INSTRUMENT, AS HERETO ATTACHED: RECORDED: RECORDING NUMBER: September 30, 1987 8709301518 23. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORDED: March 5, 1987 RECORDING NUMBER: 0703051328 24. COVENANTS, CONDITIONS, RESTRICTIONS AND BASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORDED: May 12, 1987 RECORDnM NUMBER: 0705120940 25. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORAND: March 26, 1990 RECORDING NUMBER: 9003290896 26. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF,- BY- Fir Associates, a general partnership and the Federal Way Joint venture, a Washington general partnership RECORDED: May 14, 1907 RECORDING NUMBER: 0705141308 REGARDING: parking use agreement 27. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY; Lakehaven Utility District, a municipal corporation of the State of Washington and Federal Way Joio:t venture, Gateway Center. Retail L.L.C. and Gateway Center Hotel, L.L.C. RECORDED: RECORDING NUMBPZ: May 9, 2601 20010509000003 REGARDING: Agreement to transfer capital facilities charge Credits (continued) 01/26/2007 12:03 2063062 PACIFIC INT BANK PAGE 12/12 Page 7 28. GENERAL AND SPECIAL TAXES AND CHARc;ES: FIRST H.A,LF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUEM. NOVEMHER 1, IF UNPAID; 2006 TAR ACCOUNT NUbI(BEA: 092204-9031-06 LEVY CODE: 1205 CURRENT ASSESSED HALVE: band. $371,400.00 Improvements: $0.00 AMOUNT BILLED GENERAL TAXES: $4,380.84 SPECIAL DXSTRICT:$1 161.93 $3,.59 TOTAL BILLED: $S,544.36 PAID: $2,772.16 TOT" DUE: $2,712.10 END OF SCHEDULE D LB/Do e W j REVISION TO LOT LINE ADJUSTMENT B703006 AFFECTS PARCEL 7 B TAX LOT 320 { ter"•_ ara4 ", ik l 1 � . I in _ ayp a,� .4. ^R....ar4 �IsypT•"' �•r�t� n p�9_ 00/ZO 'd 99FOSHSZb 'ON Rd J bid !b%141M� aye....• ae4al+4ee+ x •<• `+• 2 t Ndse"-'H Wd 90:E0 NOW LOH—zI—ddW co S {C{�V'�7 C7 t� r That Portion of the Bout( st quarter of the Southaaat 4� 'ear of Bactlo� 'Ejr Township El North, Range 4 East, .F1.6 liana County, Washington, d :Ibsd as fsllolriel Bluginning at the Southiaest cornor of said subdivisions THENCE North 01029114" Eaet alone that Watt line thereof, a distance of 540.77 fool to the Cost■rly margin of 93rd Fivcnue South[ Tt1ENEij: North eevno•ez- casL AIU1.6 ..ld Ca.►+sly easel.. a d1.b.- .f In-t1a foot to a point of curvel THENCK Northerly contlnuina along Qald EastersYMargiwl along kthu;prrrq.'silo'purvs t0 the Lilft, oaLd c•irvu having • radius of 300,g4fast, through d lsnkrii an➢le or Z',055' L4", a diotan_e of 1f5E- 04 fWat ; p Z ;I IIA9 THCticE South 88024' 1S' Eaat, r. tllatanto of 304.0 feet I THENCE South 01oE9118" },Fast, a dlatance of E3". ' Peta'1 'guns)lrlu.r•L+tot"JNI��i THENCE 9auth aflbaV15" East, is dIstanco of a.55 fast THENCE gaulh 01033'26" Usat, a dlstsnCO of 03,85 toot to the Trot Point op beginning of the heroin dwribed tracts THE7U continuing Routh 0Ls33'Pi''West. a distanes of 379.33 foot to a point, an tho South line of said subdivlsteni distant thereon 305.01 feat Easterly of the fauthlt ea1•nor theraatfl THENCE po4th BBo241lS" East along gold r]outh line, a distance of 361.06 footi TWINGE North 0103V 45' Fast, a distance of Ya.00 feat to a pelnt on thv Wirstorly .ra1'glr, of Primary State Highway No. 1 Ilnter►tate 51 as n*4 eltabilshsdl THENCE Nortn 01035,146" Eaat along said Wostsray margin, a diatar.ce of ]5-Al f0e11 THENCE North 3Ea4914116 Ea -At continuing s1uAa ■old Ileotorly rt%rpin, a dlsb►tw:e of 243.13 featl THENCE North 37010'L5" W■st, a distance of 015,00 feat[ THENCE Bouth 52e49145' Wast, a dlvtance of 10S.96 feat) THENCE North 990241i5" Most, • Itlstanca of 333.68 feet to the True Point of Ifeglnnlnb) , EXCEPT the Routh 90.00 fact theraofl IL16ETHER WITH that'portion of vseated Bouth SIM Street, ae vacated under Ilitlll County ordinance No. 3669, recorded under Recording No. 7aO31511790, which, upon vacation, attached by operation of Law. TAR LOT 3!D reeler. xa tees rarLlas of t6a .otLA sual of the F.utauLYL\r eaa 1 1l.va►3e• !. lovaohif Al Norris, Range 4 v1e, M. _ 1. tivoln► At V1tr."_.7 f•^etv+ct''. aft•sf+a F.• x7 och a}+]D r.P-7. ea the L,vth 7}aLh 3CcrCt %.etas 110. aurva7 n! lLaLL YLG1naY K1; f (YSK Ha. 11 , Yttar+ 'rimer t•to+L. 'Jet, FSY H+. 'r ha tl.enc. 1; 1. r.a.r 115.61 f+aL; thCasa uarch }2''r5" f..,e[ 4ia•L7 OL'1}" 2eael C1,tata Korb }L'11'30" islet liL.lf [.C:i %I..- llac'N 3S' fare it the trod V ILAT at 101"11r74e1'Har6 3►'oL'LS" Ya/t ll1.7} fcrt; tt,L.ci Louth tP FaIAc "A"1 th+erc 1auc}. Sl'49'4} vrac 17f.17 d..t; aal O1']3'LS" V.rt 73.aL 10Lti Tb.F.C. Korth Fa'1L'LS" Yut i}.0 Il lh a.ra "lest, t11*-!IV6 " FaeL 6i.97 L%ecl thtser "arch 52'it 45. r+%e ra dlw atf- eet ]7t•tD lut thcuv.�' Po, vha►ets,1}�aoi ..rth+fiY6+l f •aid Caryl .. 4rc dlet.ncs at "'Ob feat[ ill role Louth a►Yj,7'LS" Z. rt ]D.o Ebert eh%aee rorrt D_'41'1}" LA,t 0." Cr-C. ears or Seer, ca ea+L r..uth 1,Lee of ta.. YSae f-0r 911ht at "Y sf 31th Aga-+uq lOY lh.a tllraaa SPYLb 1a�Si']..1 "L+,C LQ (set$ L13901 )"Vft' pl•;]'a3' V.ec 33.L► Fcat. wra or 1.... to. the LtVA ►Put 8-1 1AetSr0tri aeblrcr to ►.ltrtial U;,UJ.LY aa..rtaca w.:, "'i5ct, uyua and ac;a.a th. .t•9Mn A..ocl%-A 7Vfi%L 1 "4 e..Ls.et to ea %aaM nt t• te�a:rvet, .sea r:a s--d r.?L,ae . tu►rt -IU ors.. uYne sae .ere.. Div Iol1n•.Las r.:=sea a! LLLd ►a: ':eG at aa.! :c' "A'i 'haaLa in,eh S7'l!'{}^ tart ]a•Q :.a:; lto th.:ae t:h ]a'!a'St'�tat a4.:L t+a: ?2=.: t^_tcl b.4ra lier:a :a' LaeL 37.Q :P. ert ?;tc'�c!L hp a; :hteae Sru:.. ittL to ZS. }cL.. n: n•I!lty�+l f SL' 171j'r}.= �}ic sl ! yy :l;F gS j RIMMED' . i ti �t t Y 1 80/EO 'd 9H09E29Zb 'ON XVJ N]SNdH Wd LO:EO NOW LO M-zIAVW We"Wo �rr 99AMan to des. [it�l fia. $-A 0 � N SIB :YA Wtt ! rrmsy M. 11t pi■roa Qmettty I a x str ii` (SIDDre U04 of Way &M mu,:vw W74)r i../rn �r--.., .:s• :a, ON ALL NO aY S'401k Vt1UL"G, eked tbs "A" W q 'U%MN, for ,. sai to awAidatatloe of 9ANDO fi ADD 510/300 (11,03S.tS0) -''':,•'+ to � he"" a rmd 9witm Ureo �otar c. ame JAW H. e' •� apzsit, ';UAWNA WA stiff. "A t. Ah:s p8lalOp, ell Ata VWr. title And to iak■reako to and do kbs follamitm domaslbed real Waprrey olcaaead to :. Kist txmtmK , $taae of 9iieh{ "beet +{• ' '' Seat petit" of the eauth W1 of sus tintmame gwwto r of se p, Sar■■hip 11 tssttltr A at, 10-N.. demartb■4 as follatat , a40inaaaa am: 840Mr s 'a Skat$p go' �aocb 1'Jt30 l.o.=. ea t,ima mmtnvev a seasa aisow Aamts 3 .•.., ' amawab month yerean ,waemr i). llirrfa 0a�ky Liam to aat. 3-At t7tamam tbraAt Not ib -41 fame) tammot hlrro gt'M'as" aaet 1t1.1s tEky {�' { o1.16t4se Perth tomm owth ihe"3.!•'9mm not 142r38 f■ott bars■ Mmrsb 41m06,10" east illl■i9 f;9te and,: to rasa tt vans ��h r � tlu4.a Yrmlt�ra t test11 oa l� isle of f■M1 tlMtaae t "A�►01 ": ttmrklm 3a`ls•4S" ismak ui.i9 temtt *Man aswt:b n rs. a retat paaeme boU 33t►'�'t VaeR $3.t1 foseh thaws taretr aasfVIV fst U'.0 feria U tGltMath 003M' i3"' owt 6a. yf famte sbaaae hbtot% 320i!t uo "apt solo" !leaf to tmr pow of carve of a mm to an ;sfk kvFA at ■ taiiw of 174.40 feaeh OWN" wrtli,u MAY a" ttlaek>basl�alaaE e t " e ratA awns as adast■ttnm of 131.70 !sett ttleera irMh lA 17 !'A i F gut 28.0 Coati tberes Wrtb 06431146" sent: 47401 fret, ease f limo. to *A*rArti lire of t u Kbil simmer rlau rt my of gbtlt 8 • fir. ' AtftmamM kgj*e em"m loe& IVIViS" Not NI feet1 tblmtrm tent% 11arb 3349 feet, bone or Ago, eft do at" pima of U6411,00 b t eelfaet to rW WAUty momn@Mo mane, War. Upon ark a■am E4o a*mw 1aw� t m k x and wo Bask be so eaeeeant t � tLr mm�mErtlet. eaik'taae end rmplia4 a oWA can vm" upon. one 'hook .yt i an:m■r On 4wowta; doemrab■d p W"m to paid It tmeisoiae IA% W14 ftut "A"a dueiaa'math 31641t439'*mt 30.0 fNtf w Isag13.D eat fmw cm tam at Nol*tsit ebnttaeeautb 1011121W, our 33.0 fast to t%v peitAk of boALemimS■ 'iY,pr particle of No matte half br the Amrthaeat �m of the ttwtl%Alsat lrmotaR at the ambmast 9wrtat of tmefiLa 0. 7WWWO • ! maatttiy. taaKm 4 Y.B., reatarLyyof 3kkbrAgWPo"..a_.Go" 1710111 n Y 1 �U Mae "V:m■atarly we Mae rfgbt of aw flea d''rmre ra�M dada a■d ' ii !a■t montbaememttfi. %&m m mww*i nAldlylftem the M Um ramtaf' A •. Has mat MW Of otmtr a1�+i taattta 3 (*�E *a, 1), lfAram t�myr i Line to sat. "a 1W. $-At " set to e4 ermso mot msaR, utder. epaA 1, � mad auroras t$e sorkbwaatasly 2D rook is vulb of em 4woo de■aribe4 k ;:. 2x#4z li fir 06 rupee s1 eameesaaes" aa# to tatetoiop KjauW m3WN An rtme4+n� "Wing 811wooksm, it, tcsRa:et:s■d MW alrded cr■t, ss CW metmee aw tm agamm boradmi. ettwir aaaa�maeez�a �" oS uet[tpma, mball omtaarata or Flive rn 0606mat vaiudi im mrmw y' of tM MNYM d**511W DLI" eeerreat to the im*mi of UN frmda or r�- FM Lauer tiaht: or vat. ell z4 tte of taa Rl"t:ar an a■d to eoad r mlapa B[aamt oh„il rmtw MA imrsdamto• 1 'Phm io"rL, *" &wt093, their sameneare mot agods,,. aball barA W r V101, of b4came ad gpms me, has cd bararam maid Bt S W no D.wm" Z.G. 01-4-02A40 and le4,•Yftl3 1fi emu In. )��eyDT RUM011 W ••,F' Kkq Ilt�i{ip� '�•t::.is •'. r � , a ?r�o 1 of a paean. A , ■ Yi • ;�:r:Yt' OD/PO 'd 99z0 HKZ ON xvj N3SNVI'I Wd LO.EO NOW AR—ZI—NdW IMraft Rawyelledl SAY tie gjlYfil7wao bLnla 1v ereie papsag o kw "Siif1ms be erltiu" to o ateaa on w Mu of 11"f ftw eU dlr QuAslowd by the $G98tins, eepetrvM4iee. Ma"wasui a epereein of aaid UgWol =91 SM`a ee14 WhM%004, &WS f7j*bM,-d'M 69 C-"4pae phau be" :iezw+ ." @III to, f®" "I bsbo&m we M MM rt of weep (f .,wa 11106w■ to fast oeetlpa of as eetr roflth eisre of ffer eeetherlt of Oro do* "g*virpd Wont t MA to Cre depth 730th 6tnilt IM11% et fty rakwom Ilblpnfar "tieez.rle 11MUMM WA 0 3fw37 eefl WA 31*15 pl roeherly of ldA owz7 AnifmwIs ®tpil" L/A 0 U"i. cc Tw ereelfle deemed avmrhw all at le. * wry be raml w .heat B. rem data of sMoe■t Jeee fi. LOIS. Mld wf prase 10. blIMU a date all etpaerri Oatdw fi. LOS$& of dot 4ortaea Plea enutld IN 0 040 no. Alf liecae Cepet7 UM to Jet. inlet No. 'J-Al err of laws Sued o11 fi]A Is the offi0e ad the 11MMSTer9 of ?rarppaetaflee at plytepie. Ww*IM961111. 1M lwlp heteft deeprirpd of stet raga red fir state ht~ pogrom" aed M.o ww"waa perpew•r to Cho *aellis"M of OkAp wr 746 Orr of 1971. lint N11 TMaira" 59MAI e. BMW at alm a. Nedda4txmf trip -Q2---)w of is 1 7 A T 2 01 W A A 3 1 N 4 1 0 H "s � . Dam eoswitat inw APZI M AS TO iOWMf Bye Aa e emy unwral rdnniaram to Iwo 4 fQ "D obm C. of e..M. Nmbfirr 4M t 1. Alec !oleos I.C. 02-4-0440 Sol "-M#93 R'a&a 2 of 2 Pzawt RM 00/90 'd 9HOSHSZb ON Xvj NISNVH Wd LO : £0 NOW LOR—el—M MEN ..... ...... d. ............ tl ....... .......... .. ...... 41.1 IN: Md;:5 I I. P". N IN N A, N. N 114 I N, 7 T ml'�Wldft-Y NAMW sV� 9 amly of 'tkuectan 9 Ala ar tAAa�dry oe , U.2g War* - yagoasally appsa M V. A. 1CMAY, hsWn W M e/ eha le MMIJ d Texrwprtr,tinoe V"Iii ,"Q aup Bapartsesgt of leu,cp uttasp M9d aum w do tomplLms oat "A dawl of 2" 2tata of Yaaat"Kaft, lea: am go" had PUTg+wae %Was* saattasrd. SM on Oath atatM tlwt bM jjAWLbaq"aa to m=ro..ta told tmrnr t. nivas 04" or Md G" sets"" "a the 41y MA FMr loot .bow wept:,d ttatad huts 10 I.C. tt-Ar.KT.M "A 1ti1MaM 10 Sap S of 3 ?am I 80/90 'd 9HOSHSeV 'ON XVA NESNdH Wd J_O:EO NOW LOH-el-M mll A WA■ 7 R, . ....... . . .......... . ............... M-M.-I. .............. ... ..... I ....... ....... . .... K---- "a, IN .. . ... 2 �49 241 13',o CtiJ ID C:) C, -40, STA RO= NO. 5 CD• CD Cllj OFF RAMP u CE cl, I Jkf -rr% C 0 LJ kln SZ-- A I Apr 05 05 10:07p Koong Cho (253)857-5766 p.3 EISENHOWER EISENHOWER & CARLSON. PLLC TO: Terence J. Donahue FROM: Jennifer A. Wing DATE: March 31, 2005 1200 Wells Fargo Plaza 1201 Pacific Avenue Tacoma, WA 98402 MEMORANDUM Tel. 253.572.4500 A P.:ific Northwest Law Firm Fax:253.272.5732 ww ieisenhowerlawcoin SUBJECT: Cho Purchase of Federal Way Property, Lot 5 _Issues relate to Parking Spaces and other Title Report Inform lion The following sets forth Parking Issues provided in the Declaration of E Isements and Restrictive Covenants dated October 7, 1989 and recorded under King County ' recording No. 8910101211 as well as issues that I identified in the Title Report provided by L ndAmerica. Declaration of Easements and Restrictive Covenant Intent of Declaration = Parking and Common Area Easement Area for Parcels 1-8 (Parking and Common Area Easement Area is hereinafter r• ferred to as "PCAEA ") Declaration relating to the Property described in Exhibit A and shown o I map in Exhibit B. The PCAEA is for the benefit of the 8 Parcels, but the PCAEA is comprises of that land oi, only Parcels 1, 2, 3, 4, 6, 8. The purpose of the Declaration, in part, was to create a parking and con mon area easement for the benefit of the 8 parcels. "This Parking and Common Area Ea: -ment Area shall be for the benefit of the respective owners of the Parcels, and their tenants, cuss )mers, patron::, invitees, employees and agents." Para 1. 1, Page 4. "Parcels" is defined the 8 p Ircels on Exhibits A and B. Recital A, Page 1. Section IA establishes a nonexclusive easement over all portions of par :els 1, 2, 3, 4, 6 and 8 outside of the roof line of Building Integrated Parking Facilities and/or E :elusive Use Rpr 05 05 10:07p Koone Cho (253)857-5766 p.4 Memorandum March 31, 2005 Page 2 Buildings' including surface parking areas for vehicular ingress/egress and par..ing and pedestrian ingress/egress. At the time the Declaration was signed and recorded, parcels 3 and 4 w re developed, parcels 1, 2, 6 and 8 contained surface parking and parcels 5 and 7 were undev. loped. Thus, the covenants stated that parcels 3 and 4 (the parcels developed as of the date of th : Declaration -- Parcel 4= REI at time of Declaration) may use the surface parking lots of parce s 1, 2, 6 and f! for nonexclusive parking. The Declaration acknowledges, however, that despite tl � non-exclusive right to use the parking space of parcels, 1, 2, 6 and 8, those parcels might be s Lbsequently developed in accordance with zoning regulations. This may result in a reductic n in parking tc:� some degree (and in some cases, this is set forth in the Declaration as describec below). Potential Changes to PCAEA There are several potential scenarios wherein the parking that was avail ible at the tim!: the Declaration was signed and recorded and/or is available today may change is described below. These should be of some concern to Parcel owner #5 (our client). Section 1.2 provides that any parcel owner may, with respect to its own parcel, and with the prior written consent of the Declarant, (i) relocate, release portions of, chan ;e the size or configuration of, change or terminate the uses within or terminate the use of th. PCAEA on ii s parcel; (il) expand the PCAEA; or (iii) construct or modify building(s) upon it, parcel or change the use of any building if the users of any such building(s) are using or will use the PCAEA fi)r parking or nonexclusive parking stalls outside the PCAEA so long as all of ca ;ditions a-m are met, including (a) there are 750 parking stalls available for the nonexclusive uE : of parcels 3 ,md 4; (b) not less than the minimum number of parking required by zoning, goven ment regulations and permits shall be provided on the Property and/or Adjacent Parcels for thos, shared uses of the PCAEA... (c) any relocation does not substantially reduce access to the P, -cels; (d) no parking stalls in PCAEA shall be eliminated unless prior to or concurrently wit i at least equal' number of nonexclusive parking stalls are added to Property; (e) if additional r irking stalls are constructed on Parcels 1, 2, 3, 4, 6, 8, if number of additional parking stalls exi Beds number of non-exclusive parking stalls required by Section 1.2 in connection therewith, s; id Parcel own.-r may establish said excess number of stalls as exclusive use stalls... 0) there a] ; at least 225 nonexclusive parking spaces on Parcel 2 available for nonexclusive use of tena its to Parcel 3 & t 4 ... (])no portion of PCAEA shall be located upon any portion of Parcels S e 7 unless Declarant records notice of expansion of PCAEA; (m) a Parcel subject to the P ;AE shall not be released in its entirety of the burden of the easement unless Declarant records r notice of the, release of such Parcel. Building Integrated Parking Facilities defined as parking facility that is const ucted within, under or as part of the structure of Exclusive Use Building. Exclusive Use Building defir:ed as buildings leased or owned predominantly on exclusive use basis to one c r more users. Apr 05 05 10:07p Koong Cho 12531857-5766 p.5 Memorandum March 31, 2005 Page 3 However, note that (e) above refers to a number of stalls in Section 1.2, which does not appear to be defined. Section 1.3 provides that Declarant reserves right to establish, modify, E nend, revoke and enforce reasonable rules and regulations governing use of the PCAI A. The key concept to understand with respect to the restrictions in this De Jaration is that Parcel 5 has certain rights to use the PCAEA on Parcels 1, 2, 3, 4, 6 and 8. Hol never, these rights are limited to the development of the undeveloped parcels, changes to cu rently develol led Parcels (i.e. 3 and 4) and the discretion of the Declarant. Limitations on Certain Parcels re: Reducing Parking Area (Parcels I d 2) There are unique limitations upon Parcels 1 and 2, which limit reductioi s in parking. Section 1.2 (page 7) provides that Parcel l (a) may construct office buil ling any size if (i) office building has 180 parking stalls; or (ii) at least 180 parking stalls are p >vided in combination on Parcel 1 and as additional parking stalls on`Parcel 2 for use by - inema/building users; or (b) may construct an office building of any type and size if additional 80 parking stalls are provided on Parcel 2 for cinema/office building users. Section 1.1 (pages 3-4) provides that the retail portion of the parking ga age facility to be constructed on Parcel 2 with its Exclusive Use Building shall remain part of th, PCAEA. This is favorable to Parcel 5 and the other Parcels because those parcels can use that `Exclusive Use Building" parking. This is consistent with Section 4.3 which provides that no F :nnanent building or structure shall be built on Parcel 2 without the consent of owners of Parcels 3, 4, 5, 6, and 8 except that all or a portion of a parking garage combined with retail space on the southern portion of the first level of the parking garage may be constructed w/o consent , f Parcel owners (above) as long as parking garage in substantial compliance with certain plans c ated March 14, 1988.2 Curiously, the Declaration provides that the owner(s) of Parcels 5, 6, an I/or 8 may construct the garage on Parcel 2. Note that the parking garage portion of retail br parcel 2 is included in the PCAEA. Other Critical Provisions Section 1.4 sets forth the responsibilities of the Declarant to operate and maintain reasonable repair, etc. of the PCAEA. That section also provides that owners o 'developed Parcels (defined as parcels with Exclusive Use Buildings on them) will incur C. iLM charges. Owners of these Parcels shall reimburse Declarant for their pro rats share of Cc ninon Area Costs (based on square footage, excluding parking garage). Parcel 7's percental a changes if developed into hotel (1.4.2). 2 Note that this restriction re: no permanent building or structure expires in 205, A.,: u fp Koong Cho [25�)857-5766 P.6 Memorandum March 31, 2005 Page 4 Article It (pages 15-17) provides that because at the time of the Declara ion, FIR owned this property adjacent to the Parcels, FIR and the Declarant entered into anti rec )rded Roadway Easements in favor of parcels of property adjacent to the Parcels. These parcel: are referred try Adjacent Parcels. The Roadway Easements are retarded and referenced in the )eclaration y There is nothing out of the ordinwayary as establish nonexclusive easement favor of Parcels and Adjacent he Ro sd ❑r • : - Y Easements drainage and related facilities. The Declarant retains authority to rttodify the 17� ��, uEatsern Area (defined as easement areas established by Roadway h a5ements legally del • y Easement but not the Roadway Easements (defined as easements g y -ribed in Ex D) 8705 7 50735, 8709222085, 8804210692). The RoadwayyEaserrxrdi gents a3ay;orrly I TOnvd led amended, terminated by written instrument signed by record owners of the Parc :Is and Ad-accnt Parcels Pursuant to Article 11, Section 2.3(d) Article V (pages 22-23) provide reciprocal nonexclusive easements to t} a Adjacent Parcels over the PCAEA for uses permitted in Se�cdon 1.1. Adjacent Parcel ow iers have no - to modify, reconfigure, change, terminate, etc. the uses of the PCAEA. Adjace� t owners rteea not give consent for modification, amendment or termination under Articles I,1 I w right owners of Adjacent Parcels have no obligation iv contribute tv Common Area Costs (CAM). 1 he Section 5.2 provides that Adjacent Parcels Convey to Declarant for the benefit c "Parcels a nonexclusive easement over parking areas, access drives, pedestrian way Adjacent Parcels fbr parking and pedestrian and vehicular in s, corn non areas of file responsible for cost of operation, maintenance, repair, replacement of improver : nts oreels n easement area. Tifle Re vrt lssttes Deeds 4f Trusr Summary froth title report attached hereto which reflects status ofowne ship of including transfer of property from Federal Way Joint Venture Chapter 11 Trus ee � MPhperty Mastro on October 1, 2004. el R. Condemnation Action In February 2004 Sound Transit, Petitioner, in an action in King County Superior Coui:t condemned a portion of Federal Way Joint Venture's ("FWJV" includes Parcel S. In exchange fora fee interest in a portion of Lot and a tem orar ' construction easement on Lot 5, FWJV received $330,000. pO1°n of which Based upon the legal description and maps attached to the Judgment anc Decree and Findings of Fact, Conclusions of Law and Order in this matter, ownership in a l oriicr e was transferred to Sound Transit. See attached map. JAW:JAW of Lot ::i 00300029.DOC Apr 05 05 10:07p Koong Cho (253)857-5766 p.2 EISENHOWER EISENHOWER & CARLSON. PLLC via Hand Delivery Mr. Koong Cho 15945 Crescent Valley Drive Olalla, WA 98359 1200 Wells Fargo Plaza 1201 Pacific Avenue Tacoma, WA 98402 March 31, 2005 Re: Federal Way I-5 Property; Purchase of Lot 5 Dear Mr. Cho: Tel: 253.572.4500 A I :cific Northwest Lava Firm Fax: 253.272.5732 wv meisenhowerlaviccm JE NIFERA.WING Dir ct Dial: 253-620-350•3 jwi g@eisenhowerlaw•.coi n Pursuant to our conversation of earlier today, I provide to you a complete i apy of LandAmerica's title report, which we received on March 30, 2005. 1 have tabbed -ertain documents in the title report, including the Sound Transit condemnation pleadings and attache I maps, for your review. Also included with this letter is a copy of a memorandum I drafted for Ter y Donahue analyzing the Declaration of Easements and Restrictive Covenants recorded again I the property on October 7, 1989. As you know, this Declaration sets forth certain rights and restri tions relating to parking and access with respect to Parcels 1 through 8 of the Gateway Center, whi :h we discussed earlier today. I understand that you are meeting with the City of Federal Way next week :o discuss parking issues. Thus, I provide a copy of my memo for your consideration and in preparat on for that meeting. Finally, as we discussed I will draft objections to matters in the title comm tment, to be transmitted to the seller, within the next nine days pursuant to Paragraph 6B of the Purchase and bale Agreement. Please do not hesitate to give me a call if you have any questions. JAW:dlg Enclosures cc: Terrance J 00300077.DOC Donahue w/o enclosures Sincerely, Jennifer A. Wing RECEIVED CITY OF FEDERAL WAY SEATTLE OFFICE: 28M0 Two Union Square. Got Union Street. Searle, WA 98101, (206) 3112-1830. FAX 00) 302-1W JILDING DEFT. Apr 05 05 10:07p Koong Cho (253)857-575b p•.j EISENHOWER EISENHOWER & CAR _SON, PLLC 1200 Wells Fargo Plaza 1201 Pacific Avenue Tacoma. WA 98402 MEMORANDUM TO: Terrence J. Donahue FROM: Jennifer A. Wing DATE: March 31, 2005 Tel: 253.572.4500 A P.:ific Northwest Law Firm Fax: 253.272.5732 ww r.eisenhowerlah%coin SUBJECT: Cho Purchase of Federal Way Property, Lot 5 Issues relating to Parking Spaces and other Title Report Inform rtion The following sets forth Parking Issues provided in the Declaration of E tsements and Restrictive Covenants dated Octobcr 7, 1989 and recorded under King County : ,ecordirig No. 8910101211 as well as issues that I identified in the Title Report provided by L ndAmerica. Declaration of Easements and Restrictive Covenant Intent of Declaration = Parking and Common Area Easement Area for Parcels 1-8 (Parking and Common Area Easement Area is hereinafter ► ferred to as "PCAEA 1) Declaration relating to the Property described in Exhibit A and shown o 1 map in Exhibit B. The PCAEA is for the benefit of the 8 Parcels, but the PCAEA is comprises of that land o:i' only Parcels 1, 2, 3, 4, 6, 8. The purpose of the Declaration, in part, was to create a parking and con rnon area easement for the benefit of the 8 parcels. "This Parkin; and Common Area E& =ent Area shall be for the benefit of the respective owners of the Parcels, and their tenants, cuss )mers, patron::, invitees, employees and agents." Para 1. 1, Page 4. "Parcels" is defined the 8 p ►reels on Exhibits A and B. Recital A, Page 1. Section 1.1 establishes a nonexclusive easement over all portions of par :els 1, 2, 3, 4, 6 and 8 outside of the roof line of Building Integrated Parking Facilities and/or E :elusive Use Apr 05 05 10: 07p Koong Cho t2531 Hb'/-b'/bb p• `+ Memorandum March 31, 2005 Page 2 Buildings' including surface parking areas for vehicular ingress/egress and par:.ing and pedestrian ingress/egress. At the time the Declaration was signed and recorded, parcels 3 and 4 w re developed, parcels 1, 2, 6 and 8 contained surface parking and parcels 5 and 7 were undev. loped. Thus, the covenants stated that parcels 3 and 4 (the parcels developed as of the date of th : Declaration -- Parcel 4= REI at time of Declaration) may use the surface parking lots of ppace s 1, 2, 6 and 8 for nonexclusive parking. The Declaration acknowledges, however, that despite ti i non-exclusive right to use the parking space of parcels, 1, 2, 6 and 8, those parcels might be s Lbsequently developed in accordance with zoning regulations. This may result in a reducti( n in parking to some degree (and in some cases, this is set forth in the Declaration as describe( below). Potential Changes to PCAEA There are several potential scenarios wherein the parking that was avail ►ble at the time: the Declaration was signed and recorded and/or is available today may change is described below. These should be of some concern to Parcel owner #5 (our client). Section 1.2 provides that any parcel owner may, with respect to its own parcel, and wiith the prior written consent of the Declarant, (i) relocate, release portions of, char ;e the size or configuration of, change or terminate the uses within or terminate the use of th PCAEA on ii s parcel; (ii) expand the PCAEA; or (iii) construct or modify building(s) upon it- parcel or chat ige _ the use of any building if the users of any such building(s) are using or will use the PCAEA for parking or nonexclusive parking stalls outside the PCAEA so long as all of co::ditions a-m M-e met, including (a) there are 750 parking stalls available for the nonexclusive w s of parcels 3 and 4; (b) not less than the minimum number of parking required by zoning, goven ment regulations and permits shall be provided on the Property and/or Adjacent. Parcels for those shared uses of the PCAEA... (c) any relocation does not substantially reduce access to the Pr peels; (d) no parking stalls in PCAEA shall be eliminated unless prior to or concurrently wig t at least equal number of nonexclusive parking stalls are added to Property; (e) if additional F irking stalls al-c constructed on Parcels 1, 2, 3, 4, 6, 8, if number of additional parking stalls ex, eeds number of non-exclusive parking stalls required by Section 1.2 in connection therewith, s; id Parcel own-_r may establish said excess number of stalls as exclusive use stalls... 0) there w : at least 225 nonexclusive parking spaces on Parcel 2 available for nonexclusive use of tens its to Parcel 3 & 4. .. (1) no portion of PCAEA shall be located upon any portian of Parcels 5 e 7 unless Declarant records notice of expansion of PCAEA; (m) a Parcel subject to the P _-AE shall not be released in its entirety of the burden of the easement unless Declarant records r notice of the release of such Parcel. I Building Integrated Parking Facilities defined as parking facility that is const ucted within, under or as part of the structure of Exclusive Use Building. Exclusive Use Building defir..ed as buildings leased or owned predominantly on exclusive use basis to one ( r more users. Rpr 05 05 10:07p Koong Cho (253J 8b'/-b'/bb P• o Memorandum March 31, 2005 Page 3 However, note that (e) above refers to a number of stalls in Section 1.2, which does not appear to be defined. Section 1.3 provides that Declarant reserves right to establish, modify, f nend, revoke and enforce reasonable rules and regulations governing use of the PCAI A. The key concept to understand with respect to the restrictions in this De Jaration is the t Parcel 5 has certain rights to use the PCAEA on Parcels 1, 2, 3, 4, 6 and 8. Ho, lever, these rights are limited to the development of the undeveloped parcels, changes to cu rently developed Parcels (i.e. 3 and 4) and the discretion of the Declarant. Limitations on Certain Parcels re: Reducing Parking Area (Parcels I d 2) There are unique limitations upon Parcels 1 and 2, which limit reductioi s in parking. Section 1.2 (page 7) provides that Parcel 1 (a) may construct office buil ling any size if (i) office building has 180 parking stalls; or (ii) at least 180 parking stalls are p> wided in combination on Parcel I and as additional parking stalls on'Parcel 2 for use by , inema/building users; or (b) may construct an office building of any type and size if additional 80 parking st;dls are provided on Parcel 2 for cinema/office building users. Section 1.1 (pages 3-4) provides that the retail portion of the parking ga age facility to be constructed on Parcel 2 with its Exclusive Use Building shall remain part of th- PCAEA. This is favorable to Parcel 5 and the other Parcels because those parcels can use that `Exclusive Use Building" parking. This is consistent with Section 4.3 which provides that no F-rrnanent building or structure shall be built on Parcel 2 without the consent of owners of Parcels 3, 4, 5, 6, and 8 except that all or a portion of a parking garage combined with retail space on the southern portion of the first level of the parking garage may be constructed w/o consent i f Parcel owners (above) as long as parking garage in substantial compliance with certain plans c ated March 14, 1988.2 Curiously, the Declaration provides that the owner(s) of Parcels 5, 6, all Vor 8 may construct the garage on Parcel 2. Note that the parking garage portion of retail br parcel 2 is included in the PCAEA. Other Critical Provisions Section 1.4 sets forth the responsibilities of the Declarant to operate and maintain reasonable repair, etc. of the PCAEA. That section also provides that owners o 'developed Parcels (defined as parcels with Exclusive Use Buildings on them) will incur C. ►M charges. Owners of these Parcels shall reimburse Declarant for their pro rata share of Cc nmon Area Costs (based on square footage, excluding parking garage). Parcel 7's percental a changes if developed into hotel (1.4.2). 2 Note that this restriction re: no permanent building or structure expires in 2051 Apr 05 05 10:07p Koong Cho (253)857-5766 p.e Memorandum March 31, 2005 Page 4 Article II (pages 15-17) provides that because at the time of the Declara ion, FIR owned this property adjacent to the Parcels, FIR and the Declarant entered into and rec )rded Roadway Easements in favor of parcels of property adjacent to the Parcels. These parcel: are referred to as Adjacent Parcels. The Roadway Easements are recorded and referenced in the )eclaration. There is nothing out of the ordinary re: the Roadway Easements. The Roadway Easements establish nonexclusive easements in favor of Parcels and Adjacent Parcels for a :cess, utilities;. drainage and related facilities. The Declarant retains authority to modify the Rt adway Easement Area (defined as easement areas established by Roadway Easements legally de::ribed in Ex D) but not the Roadway Easements (defined as easements per recording numbers f 705150734, 8705150735, 8709222085, 8804210692). The Roadway Easements may only t -, modified, amended, terminated by written instrument signed by record owners of the Parc :Is and Adjacent Parcels pursuant to Article II, Section 2.3(d) Article V (pages 22-23) provide reciprocal nonexclusive easements to tl a Adjacent Parcels over the PCAEA for uses permitted in Section I.I. Adjacent Parcel ow iers have no right to modify, reconfigure, change, terminate, etc. the uses of the PCAEA. Adjace! .t owners need not give consent for modification, amendment or termination under Articles 1,1 I,1 V or V1. 'I owners of Adjacent Parcels have no obligation to contribute to Common Area f osts (CAM). Section 5.2 provides that Adjacent Parcels convey to Declarant for the benefit c "Parcels a nonexclusive easement over parking areas, access drives, pedestrian ways, com non areas of foe Adjacent Parcels for parking and pedestrian and vehicular ingresslegress. Adjac -nt Parcels so ely responsible for cost of operation, maintenance, repair, replacement of improver .ents on easement area. Title Report Issues Deeds of Trust Summary from title report attached hereto which reflects status of owne ship of property including transfer of property from Federal Way Joint Venture Chapter 11 Trus ee to Michael R. Mastro on October 1, 2004. Condemnation Action In February 2004 Sound Transit, Petitioner, in an action in King County Superior Coui:t, condemned a portion of Federal Way Joint Venture's ("FWJV") property, a poi ion of which includes Parcel 5. In exchange for a fee interest in a portion of Lot 5 and a tem, .arary construction easement on Lot 5, FWJV received $330,000. Based upon the legal description and maps attached to the Judgment anc Decree and Findings of Fact, Conclusions of Law and Order in this matter, ownership in a 1 ortion of Lot') was transferred to Sound Transit. See attached map. JAW:JAW 00300029.DOC FILE 1�k Federal Way June 19, 2008 Ed Abbot Ed Abbot, AIA - Architect 1221 2"d Avenue, Suite 300 Seattle, WA 98101 CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. cam RE: File #07-105270-00-SE; SEPA ADDENDUM FOR HAMPTON INN & SUITES Dear Mr. Abbot: The city has issued a State Environmental Policy Act (SEPA) addendum to the Determination of Nonsignificance issued June 4, 2008, for the above -referenced project (addendum enclosed). The addendum corrects information in the SEPA checklist regarding the detention, conveyance, and release of surface water from the project site. The City's SEPA Official has determined that the new information does clot affect the city's June 4, 2008, Determination of Nonsignificance (DNS). Additional comment and appeal periods are not required for this action. The appeal period associated with the June 4, 2008, DNS runs from June 19 through July 2, 2008. Please do not hesitate to contact me if you have any questions. I can be reached at 253-835-2643 or Isaac.conlen@cityoffederalway.com. Sincerely, Isaac Conlen Planning Manager enc: Hampton Inn SEPA Addendum c: Greg Fewins, Director of Community Development Services Deb Barker, Senior Planner Will Appleton, Development Services Manager Kevin Peterson, Engineering Plans Reviewer Ramon Pazooki, Sno-King Planning Mgr, WSDOT South King County, PO Box 330310, Seattle, WA 98133-9710 Dept. of Ecology, Environmental Review Sec, PO Box 47703, Olympia, WA 98504-7703 IA Orchard Hotels — Federal Way, 2901 Butterfield Rd, Oakbrook, IL 60523 Fir Associates, et al C/O R, 505 Madison St, Ste 205, Seattle, WA 98104 Robert Bayne, 31612 28`h Ave S, Federal Way, WA 98003 Karl Williams, Griffin & Williams_ P.S., 5000 Bridgeport Way W, University Place, WA 98467-2301 Gerry Lamontagne, General Mgr, Courtyard Marriott, 31910 Gateway Ctr Blvd S, Federal Way, WA 98003 John T. Cook, Attorney, Gordon Thomas Honeywell, PO Box 1157, Tacoma, WA 98401-1157 Bill and Sue An, WA I Retail Management, PO Box 1941, Auburn, WA 98071-1941 Doc LD 45914 41kCITY OF 40'::tSr/ Federal Way Addendum To The Hampton Inn & Suites Determination of Nonsignificance (DNS) Proposal Name: Hampton Inn & Suites City File No: 07-105270-00-SE Proposal: The applicant proposes construction of a five -story 86,999 square -foot, 143-room hotel with guest services and associated site improvements including 109 parking stalls and the installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. Applicant: Ed Abbott, Abbott Heys & Assoc, Inc., 1221 2°d Ave., Ste 300, Seattle, WA 98101 Location: 31720 Gateway Blvd. Southjederal Way, WA Lead Agency: City of Federal Way Department of Community Development Services Staff Contact: Senior Planner Deb Barker, 253-835-2642, deb.barker@cityoffederalway.com Description of Addendum The Determination of Nonsignificance (DNS) for this project was issued June 4, 2008 (file number 07- 105270-SE). This addendum adds/clarifies information regarding site drainage and the project's proposed surface water management design. The June 4, 2008, DNS was in part based upon the assumption that the majority of surface water leaving the subject site drained to the west of the site into the Kitts Corner/South 336`h Street Regional Stormwater Detention Facility and ultimately into the West Fork of Hylebos Creek, and that the balance drained to the east into the I-5 corridor and ultimately into the East Fork of Hylebos Creek. This addendum clarifies that the majority of surface water leaving the subject site naturally drains to the east (into the I-5 corridor) and ultimately into the East Fork of Hylebos Creek and that only a small portion of the site naturally drains to the West Fork of Hylebos Creek. This addendum further clarifies that following development of the site, surface water will continue to follow its natural discharge course to the east into the I-5 corridor and ultimately into the East Fork of Hylebos Creek rather than to the west and the West Fork of the Hylebos Creek. The new/changed information included in this addendum does not change the city's determination that the proposed action will not result in significant adverse impact to the environment. If you have any questions on this DNS Addendum, please contact Senior Planner Deb Barker at 253-835- 2642, or deb.barker@cityoffederalway.com. This Addendum is issued on the 19th day of June, 2008. - Z,61 �t� Greg Fewins, Federal Way SEPA Official Doc. i D 45908 Peel Labels i -yse Avery'DTEMPLATE 5160(D 1 F\ .A l� See Instruction Sheet Paper for Easy Peel Feature' !.rN ` WAVERVO 51600 RAMON PAZOOKI 1 SNO-KING PLANNING MGR JAMEY TAYLOR DEPT OF ECOLOGY WSDOT SOUTH KING COUNTY DNR SEPA CENTER ENVIRONMENTAL REVIEW SEC PO BOX 330310 PO BOX 47015 PO BOX 47703 SEATTLE WA 98133-9710 J OLYMPIA WA 98504-7015 OLYMPIA WA 98504-7703 ATTN SEPA REVIEW GARY KRIEDT PUGET SOUND CLEAN AIR AGENCY KING COUNTY TRANSIT DIV PERRY WEINBERG 1904 3RD AVE STE 105 ENV PLANNING MS KSC-TR-0431 SOUND TRANSIT SEATTLE WA 98101-3317 201 S JACKSON ST 401 S JACKSON ST SEATTLE WA 98104-3856 SEATTLE WA 98104-2826 LORI KITTREDGE METRO TRANSIT MARY AUSBURN KSC-TR-0413 PSE LAKEHAVEN UTILITY DIST 201 S JACKSON ST 6905 S 228T" ST SKC-SVC PO BOX 4249 SEATTLE WA 98104-3856 KENT WA 98032 FEDERAL WAY WA 98063 PAT PROUSE QWEST CHRIS CARREL LINDA SHAFFER T" 1600 7AVE RM 1206 FRIENDS OF THE HYLEBOS PO BOX 24971 PIERCE TRANSIT SEATTLE WA 98121 FEDERAL WAY WA 98093 PO BOX 99070 LAKEWOOD WA 98499-0070 SEATTLE PI ATTN NEWSROOM 101 ELLIOTT AVE W SEATTLE WA 98121 TACOMA NEWS TRIBUNE 1950 S STATE ST " `� FEDERAL WAY NEWS 14006 1 ST AVE S STE B TACOMA WA 98405 •, BURIEN WA 98168 FEDERAL WAY MIRROR SOUTH COUNTY JOURNAL JOHN KIM 1414 S 324T" ST STE B-210 PO BOX 130 �- KOREA POST FEDERAL WAY WA 98003 KENT WA 98035-0130 28815 PACIFIC HWY S STE 4B FEDERAL WAY WA 98003 CHERYLPARAS PSE CMTY SERVICES DEPT Federal Way Disposal COMCAST — SE PUGET SOUND ARE 3130 S 38T" ST PO Box 1877 CONSTRUCTIONIENG MANAGER TACOMA WA 98409 Auburn, WA 98071 4020 AUBURN WAY N AUBURN WA 98002 South King Fire & Rescue - % 31617 1 s' Ave S FW Chamber of Commerce Robert Bayne Federal Way, WA 98003 PO Box 3440 Federal Way, WA 98063 31612 28"' Ave S Federal Way, WA 98003 IA Orchard Hotels —Federal Wa Y Fir Associates, et al C/O R Karl Williams 2901 Butterfield Rd 505 Madison St, Ste 205 Griffin & Williams, P.S. Oakbrook, IL 60523 S Seattle, WA 98104 Attorneys at Law 5000 Bridgeport Way W University Place, WA 98467-2301 merry Lamontagne, General Mgr 7ourtyard Marriott John T. Cook, Attorney Bill and Sue An 31910 Gateway Ctr Blvd S Gordon Thomas Honeywell �'" PO Box 1157 WA11 Retail Management =ederal Way, WA 98003 Tacoma, WA 98401-1157 PO Box 1941 Auburn, WA 98071-1941 ttiquettes faciles a peter A Utilisex le gabarit AVERYO 5160® Sens de chargement feuille www.avery.com Consulter c d'instruction t-sor�rn_n�FRv M CIT Federal Way Addendum To The Hampton Inn & Suites Determination of Nonsignificance (DNS) Proposal Name: Hampton Inn & Suites City File No: 07-105270-00-SE Proposal: The applicant proposes construction of a five -story 86,999 square -foot, 143-room hotel with guest services and associated site improvements including 109 parking stalls and the installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. Applicant: Ed Abbott, Abbott Heys & Assoc, Inc., 1221 2"a Ave., Ste 300, Seattle, WA 98101 Location: 31720 Gateway Blvd. South, Federal Way, WA Lead Agency: City of Federal Way Department of Community Development Services Staff Contact: Senior Planner Deb Barker, 253-835-2642, deb.barker@cityoffederalway.com Description of Addendum The Determination of Nonsignificance (DNS) for this project was issued June 4, 2008 (file number 07- 105270-SE). This addendum adds/clarifies information regarding site drainage and the project's proposed surface water management design. The June 4, 2008, DNS was in part based upon the assumption that the majority of surface water leaving the subject site drained to the west of the site into the Kitts Corner/S. 336th St Regional Stormwater Detention Facility and ultimately into the West Fork of Hylebos Creek, and that the balance drained to the east into the I-5 corridor and ultimately into the East Fork of Hylebos Creek. This addendum clarifies that the majority of surface water leaving the subject site naturally drains to the east (into the I-5 corridor) and ultimately into the East Fork of Hylebos Creek and that only a small portion of the site naturally drains to the West Fork of Hylebos Creek. This addendum further clarifies that following development of the site, surface water will continue to follow its natural discharge course to the east into the I-5 corridor and ultimately into the East Fork of Hylebos Creek rather than to the west and the West Fork of the Hylebos Creek. Doc. I.D. The new/changed information included in this addendum does not change the city's determination that the proposed action will not result in significant adverse impact to the environment. If you have any questions on this DNS Addendum, please contact Senior Planner Deb Barker at 253-835- 2642, or deb.barker@cityoffederalway.com. This Addendum is issued on t �18thof June, 2008. Greg Fewins, Federal Way SEPA Official Doc. I.D. June 18, 2008 SPol r ED A OT, AI - ARCHITECT S� �G ,5 .7 ED AB 1221 2N E, SUI 0 SE E, WA 98101 RE: Permit #07-105270-00-SE; HAMPTON INN & SUITES 31720 GATEWAY BLVD S Dear Mr. Abbot: The city has issued a State Environmental Policy Act (SEPA) addendum to the Determination of Non Significance issued June 4, 2008 for the above referenced project (addendum enclosed). The addendum corrects information in the SEPA checklist regarding the detention, conveyance and release of surface water from the project site. The City's SEPA Official has determined that the new information does not affect the city's June 4, 2008 determination of non significance. Additional comment and appeal periods are not required for this action. T The appeal period associated with the June 4, 2008 DNS runs from June 19 through July 2, 2008. Please do not hesitate to contact me if you have any questions. I can be reached at 253 835-2643 or deb. barkera,cityoffedera I way. com . Sincerely, Isaac Conlen Planning Manager Enclosure: Hampton Inn SEPA Addendum cc: Greg Fewins Deb Barker Will Appleton Doc. I.D. %-� 1,-� CITY OF FEDERAL WAY NOTICE ENVIRONMENTAL DETERMfNATION OF NONSiGNIFICANCE Hampton Inn & Suites Federal Way File No-, 07-185270-1)0-SE Any person aggrieved by the CiVs determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determi- nation. You should be prepared to make specific factual objections. The appeal fee is Si 14.50. Description: The applicant proposes construction of a five -story 86,999 square -foot, FWM.1402 143-room hotel with guest services and associ- Date of Publication- June 4. 2008 ated site improvements including 109 parking stalls and installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. Location: 31720 Gateway Blvd. South, Federal Way. WA Applicant: Ed Abbott, AIA, 206-285-1224, Abbott Heys and Associates, Inc., 1221 2nd Avenue, Suite 300, Seattle, WA 98101 Lead Agency: City of Federal Way Staff Contact: Deb Barker, Senior Plan- ner, 253-835-2642 Tlie City of Federal Way has determined that the following project does not have a probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.21C,030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the City. Further information regarding this action is avail- able to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8th Av- enue South, PO Box 9718, Federal Way, WA 98063-9718). This Determination of Nonsig- nificance (DNS) is issued under WAC 197-11- 340(2). Comments must be submitted by 5A0 p.m. on June 18t 2008. Unless modified by the City, this determination will become final following the comment deadline. "Dou M�.-.1 J� - Your Community Newspaper - Affidavit of Publication Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained at the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way L-1402 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 4lh day of June_ 2008 , and ending on the 411 day of June, 2008, both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $ 112.48 which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090 Subscribed to and sworn before me this 4th day of June, 2008. Notary Public in and for the State of Washington, Residing at Federal Way 1 NOTARY s pUBL% C, p OF wAS,���`4 1414 SO. 324TH STREET, SUITE B210, FEDERAL WAY, WA 98003 0 253-925-5565 ■ FAX: 253-925-5750 ' r _2VLE ... , CITY OF " Federal Way State Environmental Policy Act Environmental Determination of Nonsignificance HAMPTON INN & SUITES Federal Way File No: 07-105270-00-SE Description of Proposal: The applicant proposes construction of a five -story 86,999 square -foot, 143-room hotel with guest services and associated site improvements including 109 parking stalls and installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. Proponent: Ed Abbott, Abbott Heys & Assoc, Inc., 1221 2"d Ave., Ste 300, Seattle, WA 98101 Location: 31720 Gateway Blvd. South, Federal Way, WA Lead Agency: City of Federal Way City Contact: Deb Barker, Senior Planner, 253-835-2642 The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist, the Federal Way Comprehensive Plan, final staff evaluation for this action, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31C.060. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8`h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This DNS is issued under WAC 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on June 18, 2008. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the. City.within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. The appeal fee is $114.50. Responsible Official: Greg Fewins Position/Title: Director of Community Development Services Mailing Address: 33325 8"' Avenue South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: June 4, 2008 Signature: LIC Doc. I.D. 45590 VICINITY MAID EXHIBIT PAGE--LOF_L_ RECEIVED SEP 2 1 2007 JOB NO: 0616 PROJECT HAMPTON INN $ SUITES, FEDERAL_ WAY, W��F FEDERAL A �DiNG DEPT. 830 4th Ave South, Suft 201 SeaHe, WA 98134 . phone 206.285.1224. fiat 206.285.9366 AkCITY OF Federal Way June 4, 2008 Ed Abbott, AIA CITY HALL ILE 33325 8lh Avenue oath Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Abbott Heys and Associates, Inc. 1221 Second Avenue, Suite 300 Seattle, WA 98101 RE: File No: 07-105270-00-SE; ENVIRONMENTAL THRESHOLD DETERMINATION Hampton Inn & Suites Dear Mr. Abbott: This office and other City staff have reviewed the environmental checklist you submitted. We have determined that the proposal will not have a probable significant adverse impact on the environment. As a result, an Environmental Impact Statement (EIS) is not required to comply with the State Environmental Policy Act (SEPA). A 14-day comment period is required by the SEPA rules (WAC 197-11-340). A notice inviting comments will be published in the Federal Way Mirror on June 4, 2008. At the end of the comment period, the department will determine if the DNS should be withdrawn, modified, or issued as proposed. All final determinations may be appealed within 14 days following the comment deadline. No licenses, permits, or approvals will be issued until completion of the appeal period. Our decision not to require an EIS does not mean that the license, permit, or approval you are seeking from the City has been granted. Approval or denial of the proposal will be made by the appropriate administrative or legislative body vested with that authority. The environmental record is considered by the decision maker(s) and conditions will be imposed to reduce identified environmental impacts, as long as the conditions are based on adopted and designated City policy. After a final decision has been made on your proposal (i.e., after a permit has been issued or City Council action taken, as applicable), you may, but are not required to, publish a Notice of Action as set forth in RCW 43.21C.075. The Notice of Action sets forth a time period after which no legal challenges regarding the proposal's compliance with SEPA can be made. A copy of the Notice of Action form and copies of RCW 43.21 C.080 and WAC 197-11-680 providing instructions for giving this notice are available from the Department of Community Development Services. The City is not responsible for publishing the Notice of Action. However, the City is responsible for giving a notice (to parties of record) stating the date for commencing a judicial appeal (including the SEPA portion of that appeal) if your proposal is one for which the City's action on it has a specified time period within which any court appeals must be made. �3� bgft June.`00� Page 2 If you need further assistance, feel free to call Deb Barker, Senior Planner, at 253-835-2642. Sincerely, Azl� Greg Fewins, Director Department of Community Development Services c: Kung Cho, 8255 150 Avenue SE, New Castle, WA 98059 (include DNS and Staff report) Will Appleton, Development Services Manager Sanjeev Tandle, Contract Traffic Engineer Deb Barker, Senior Planner Monica Buck, City Attorney (DNS & Staff report) enc: DNS Staff Report 07-105270 Doc. f D 45591 FILE CITY OF Federal Way Department of Community Development Services FINAL STAFF EVALUATION FOR THE ENVIRONMENTAL CHECKLIST HAWTON INN AND SUITES Federal Way File No: 07-105270-00-SE Related File Numbers: 07-105269-00-UP, 07-105271-00-CN NOTE: The purpose of this staff evaluation is to provide technical staff evaluation of the proposed action; supplement information contained in the environmental checklist and expanded studies; provide technical information unavailable to the applicant; correct inaccurate information; and recommend measures to the responsible official to mitigate identified environmental impacts_ Technical reports and attachments referenced herein and in the environmental checklist may not be attached to all copies of this evaluation. Copies of reports, attachments, or other documents may be reviewed and/or obtained by contacting the Department of Community Development Services (33325 81h Avenue Way South, PO Box 9718, Federal Way, WA 98063-9718, 253-835-2607). I. SUMMARY OF PROPOSED ACTION The applicant proposes construction of a five -story 86,999 square -foot, 143-room hotel with guest services and associated site improvements including 109 parking stalls and installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. II. GENERAL INFORMATION Project Name: Hampton Inn and Suites (Exhibit A) Applicant: Ed Abbott, AIA, 206-285-1224 Abbott Heys and Associates, Inc. 1221 Second Avenue, Suite 300 Seattle, WA 98101 Owner: Koong Cho Royal Hospitality LLC 15901 West Valley Highway Tukwila, WA 98118 Location: 31720 Gateway Center Boulevard South, Federal Way, WA 98003 (Exhibit B) Specifically parcel 5 and 8 of King County Lot Line Adjustment recorded under AFN 8705120940, inclusive in King County, Washington; King County Tax Parcel Numbers 0921019185 and 0921049035. Parcel Size: 2.256 acres (102,212 square feet) Zoning: City Center — Core (CC-C) Comp Plan Designation: City Center — Core (CC-C) FREPORTS The following technical information was submitted as part of the development application: 1. Traffic Impact Analysis (TIA) prepared by Heath & Associates, dated August 2007; 2. Parking study prepared by Heath & Associates, dated March 2007; 3. Level I Offsite Analysis prepared by Pacific Engineering Design, LLC, dated May 7, 2007; 4. Geotechnical Engineering Report prepared by Cornerstone Geotechnical, Inc., dated May 16, 2006; 5. Declaration of Easements and Restrictive Covenants by and between Federal Way Joint Ventures and FIR Associates, recording #8910101211; 6. CPTED checklist; 7. Topographic Survey of lots 5 and 8, Gateway Center prepared by Hansen Surveying, dated March 5, 2007; 8. Boundary/Topographic Survey prepared by Kenneth R. Anderson and Assoc., dated September 9, 2005; 9. TESC, Grading and Drainage, Existing Conditions and site detail plans prepared by Pacific Engineering Design, LLC, dated August 31, 2007; 10. Landscape Plan prepared by Glen Takagi LSA, dated Sept 17, 2007; 11. Architectural Site Plan, Elevations and details prepared by Abbott Heys and Assoc., dated September 17, 2007, revised date November 26, 2007; 12. Environmental Checklist dated July 3, 2007, revised date November 27, 2007, final revised date February 29, 2008; and 13. Data pertaining to Gateway Center parking requirements, parking summary, and response letter from John T. Cooke, dated May 5, 2008. III. ENVIRONMENTAL CHECKLIST The following lists the elements of the environmental checklist (Exhibit C) and a response to each: 1. Whether City staff concurs or does not concur with the applicant's response to the checklist item, or 2. City staff s additional comments or clarification to each checklist item. A. BACKGROUND 1-5. Concur with the checklist. 6. Following issuance of an environmental determination, a 14-day comment period commences followed by a 14-day appeal period. Land use approval can be issued at the conclusion of comment and appeal periods. Building permits cannot be issued until the land use and environmental processes have concluded. 7. Concur with the checklist, Refer to the list of technical reports noted above. 9_ The study area for the Federal Way City Center Access Study - Phase II runs adjacent to this site. The Environmental Assessment (EA) for the study has not yet been concluded and no approvals have been issued. Final Staff Evaluation for the Environmental Checklist Page 2 Hampton Inn and Suites 07-105270/0o. i.n 44914 10-12. Concur with the checklist. B. ENVIRONMENTAL ELEMENTS 1. Earth — Pursuant to WAC 197-11-340(2), the City of Federal Way is required to send any Determination of Nonsignificance (DNS) that may result from the environmental review, along with the checklist, to the Department of Ecology, US Army Corps of Engineers, other agencies with jurisdiction, affected tribes, and interested parties. Therefore, the City will not act on this proposal for 14 days after the DNS is issued. Concur with the checklist. b. Concur with the checklist. According to the topographic survey, the subject site is located approximately at the top of the bank associated with the hiterstate-5 (I-5) right- of-way south -bound off -ramp. C. Concur with the checklist. King County Soil Survey maps indicate that the western part of the lot contains AgB soils, while the eastern part of the lot contains AgC soils. These are both Alderwood Gravelly Sandy Loams. The characteristics for AgC soils are 6 to 15 percent slopes, and characteristics for AgB soils are 0 to 6 percent slopes. d. Concur with the checklist. e. Concur with the checklist. The geotechnical report prepared by Cornerstone Geotechnical notes that there is a 3.6-foot change in elevation from the SW side of the structure to the SE side. A wall that is approximately 5-6 feet tall will be needed along the east side of the site to support the parking lot. The source of the fill is not known. f. The applicant must submit a Temporary Erosion and Sedimentation Control Plan (TESC) consistent with provisions of the Federal Way City Code (FWCC) to prevent and/or minimize erosion impacts during the construction phase of the project. g. Concur with the checklist. h. A TESC Plan must be approved and implemented in accordance with the City's engineering standards, in conjunction with filling and grading activities. FWCC Chapter 22 and the 1998 King County Surface Water Design Manual (KCSWDM), with the addendum as adopted by the City of Federal Way, regulate land surface modifications. Compliance with code provisions will prevent and/or minimize erosion impacts, thus no additional mitigation measures are necessary. 2. Air a. Concur with the checklist. Construction activity, especially site preparation work, contributes to a short -terns increase in local suspended particulate levels. Construction activity also contributes to carbon monoxide levels through the operation of construction machinery, the use of trucks to deliver equipment and materials, and worker access to the site by automobile. The implementation of an approved Temporary Erosion and Sedimentation Control (TESC) plan that incorporates watering of the site, wheel washing, and approved Final Staff Evaluation for the Environmental Checklist Hampton Inn and Suites Page 3 07-105270/D«. LD. 44914 construction entrances, should adequately mitigate potential adverse construction impacts arising from future construction of buildings at the individual pad sites. b. The primary source of off -site emissions is from vehicles on Interstate 5, the south bound off -ramp, the South 3171h Street I-5 on -ramps, South 312"' Street, and Gateway Center Blvd. C. Compliance with local (FWCC Section 22-947), state, and federal air quality standards will provide sufficient mitigation of potential on -site demolition and construction activities, and long-term site usage. 3. Water a. Surface. 1-6. Concur with the checklist. b. Ground. 1-2. Concur with the checklist. C. Water Runoff. 1-2. Concur with the checklist. The site is subject to the1998 King County Surface Water Design Manual (KCSWDM) requirements as well as City amendments to the manual. The applicant submitted a Level I off -site analysis prepared by Pacific Engineering Design, LLC, dated May 7, 2007. A small portion of the western side of the project site will flow into City storm drainage systems and enter the Kitts Corner Regional Stormwater Detention system; the pro-rata fee to use this system will be identified in the subsequent Process III land use decision, Runoff from the balance of the site will be captured in a wet vault to be located in the SE corner of the site and dispersed into a drainage corridor connected with I-5. This system flows under I-5 into a series of wetland/bog systems, flowing into the east fork of the West Hylebos stream, which ultimately flows into Puget Sound. d. Concur with the checklist. Appropriate water quality measures that may include resource stream protection standards will be required in conformance with the adopted standards. 4. Plants a. Concur with the checklist. The northern portion of the subject site is unimproved and contains grass and large trees that meet the definition of a significant tree. The southern portion of the site is improved with a parking lot; and includes interior parking lot landscape islands with smaller trees and shrubs. b. Trees that meet the FWCC definition of a significant tree will be removed with site development. The FWCC does not require replacement of significant trees within the downtown (City Center Code) zoning district. Perimeter and interior lot landscaping will be required in conjunction with site development. c-d. Concur with the checklist. 5. Animals a. The applicant states that they have never observed birds or animals at the site but believes that robins, crows, and starlings are in the area now and then. b. Concur with the checklist. Final Staff Evaluation for the Environmental Checklist Page 4 Hampton Inn and Suites 07-105270/Do� I.D. 44914 The site is part of the Pacific Flyway. d. Proposed landscaping with native vegetation will provide cover for wildlife. 6. Energy and Natural Resources a-c. Concur with the checklist. 7. Environmental Health a. 1-2. Concur with the checklist. The new hotel will include an elevator that is of a size and arrangement to accommodate a 24-inch by 84-inch ambulance stretcher in the horizontal position to aid in emergency operations. b. 1-3. Concur with the checklist. Compliance with applicable state and local regulations should mitigate potential adverse noise impacts. During parking lot demolition and pad construction, noise levels will increase on the site due to construction activity. Pursuant to FWCC Section 22-1006, demolition and construction activity and the operation of any heavy equipment will be limited to the hours between 7:00 a.m. and 8:00 p.m., Monday through Friday, and 9:00 a.m. and 8:00 p.m. Saturday, with such activities being prohibited on Sundays or on holidays observed by the City, unless an exception is granted by the City of Federal Way's Community Development Services Director. 8. Land and Shoreline Use a. Concur with the checklist. North of the site is the South 317"' Street right-of-way and traffic circle, the south bound off -ramp to hiterstate-5 is east of the site, Gateway Boulevard South roadway is west of the site, and the Marriott Hotel and Parking lot is south of the site. b-1. Concur with the checklist. 9. Housing a-c. Concur with the checklist. 10. Aesthetics a. Concur with the checklist. b. Views to Mt. Rainier may be obstructed by the new hotel- C . Concur with the checklist. Conformance with Community Design Guideline requirements of the FWCC shall be verified during Process III review. 11. Light and Glare a-d. Concur with the checklist. Adjacent street lights provide lighting to portions of the subject site. 12. Recreation Designated and informal recreational opportunities are Steel Lake Park'/4 of a mile north of the subject site, Celebration Park and the BPA trail approximately 1.5 miles west of the subject site. Final Staff Evaluation for the Environmental Checklist Page 5 Hampton Inn and Suites 07-105270/Do. 1.D 44914 b- c. Concur with the checklist. 13. Historic and Cultural Preservation a-c. Concur with the checklist. 14. Transportation a-b. Concur with the checklist. The site is also one block east of the Transit Center. c_ Under FWCC Section 22-795, parking requirements for the proposed hotel use would be one parking stall for each guest room; 143 parking stalls are required for the proposed hotel development. City code permits the number of required parking stalls to be reduced if a thorough parking study documents that fewer stalls are required than under FWCC. In addition, the required number of stalls may be reduced by ten percent if an approved shared parking agreement is recorded against the property. The March 2007 parking study prepared by Heath & Associates estimated the peak parking demand for the hotel at 109 stalls. This was based on the findings that the proposed hotel would fall into the business hotel ITE Parking Generation and ULI Shared Parking classification due to minor meeting space and lack of a restaurant requiring 0.8 parking spaces per guest room or a peak demand of 115 parking spaces, combined with a nominal five percent reduction from transit and airport shuttle availability. The southern portion of the subject site is presently improved with 102 parking stalls. The applicant proposes to build the hotel over the existing stalls and provide a total of 109 parking stalls with the finished project. While the applicant states that no parking stalls would be eliminated, some of the existing parking stalls are identified in the Declaration of Easements and Restrictive Covenants by and between Federal Way Joint Ventures and FIR Associates submitted with the formal application. This agreement is a private matter between property owners, and the City of Federal Way has no authority to enforce the terms of any private agreement, only city code provisions. The applicant prepared and submitted documents for a Gateway Center parking analysis, including portions of plan sheet AS-1 titled Parking Requirements and Parking Summary together with an annotated aerial of the Gateway Center site, map of Gateway Center and a letter dated May 5, 2008, prepared by John T. Cooke. The letter noted that portions of the underlying lots of Gateway Center are bound by a nonexclusive parking easement, including portions of the subject site proposed for the new hotel. The documents demonstrate that the existing retail, restaurant, theater, and hotel uses require 1,133 parking stalls under Federal Way City Code standards. There are currently 1,273 existing parking stalls associated with the Gateway Center development, including the 102 parking stalls on the location of the new hotel. When the new hotel is built, the applicant states that parking at Gateway Center will continue to meet City parking requirements. hi order to maintain parking standards, both lots associated with the new hotel development should be included in the nonexclusive parking easement. Final review of the required parking will be conducted with Use Process III review and shall verify compliance with applicable FWCC parking requirements. d-e. Concur with the checklist. Final Staff Evaluation for the Environmental Checklist Page 6 Hampton Inn and Suites 07-105270/Do� I D "914 f. Concur with the checklist. Based on the Traffic Impact Analysis (TIA), prepared by Heath and Associates, revised date August 2007, the development would generate approximately 96 new PM peak hour weekday trips that will impact the existing transportation network. g. The applicant submitted a Concutrency application that has been reviewed by Public Works Traffic staff. The Concurrency analysis will provide mitigation measures to be incorporated into conditions of Process III Project Approval, will address any failures of the City's Level of Service (LOS) standard, and will provide for the collection of pro-rata share mitigation towards the City's Transportation Improvement Plan (TIP) projects impacted by the proposed development. 15. Public Services a-b. Concur with the checklist. 16. Utilities a. The proposed storm detention conveyance systems may contain an 18-inch diameter pipe for approximately 16 lineal feet. All other pipe sizes would be up to 12 inches in size. b. Concur with the checklist. IV. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment. The City reserves the right to review any future revisions or alterations to the site, or to the proposal, to determine the environmental significance or nonsignificance of the project at that time. V. EXHIBITS Exhibit A — Reduced Scale Site Plan Exhibit B — Vicinity Map Exhibit C — Environmental Checklist Prepared by: Deb Barker, Senior Planner Date: May 29, 2008 Final Staff Evaluation for the Environmental Checklist Page 7 Hampton Inn and Suites 07-105270/Doc ID.44914 R REgUI T ON -SITE PARKING 143 ROOM BU55INFSS HOTEL 109 STALLS OFF SITE PAMQhti (0AMhWCE gr0Z) B1.ALPiYC TYPE 5Li15^ F F45a STALLS E^L 6%-'09 SO. FT. 27L9..I' RESTAURMIT 29.051 SQ. FT. 29051 THEATER 42,706 SQ. FT. 427.0E £. woykL. 250 ROOMS 144 _ TF7W- vm STAU-5 iTOTA,C. ET S Lv+tc+.a �r1�79CW-I,5� 09 STALLS . TL99 Si PAw4N;C rzumF ww-- - ON -SITE PARKING �-- COMPACT �30 STALLS - 9'x15' LARGE 79_ STALLS - 9.16 _ TOTAL pxawnp OFF SITE PAWJW C6 hTEV.w CEeJ'1'ESa 0457WC 12989s,4L f RARXOIY- LOSS PARKING LOSS - 102 STALLS? TOTAL 5TA1 r S (au s —.—) FAAxr,➢S STALLS 1245 STALLS wn .e An:hkechjml r . xo -1 'REFER TO LANDSCAPE PLAN FOR ALL PLANTI A.NDSCA.PE LOCATIONS ABBOTT HEYS 0 IV26/07 061E STUDIO IgY!0 ww l A-1- I ............. 31020 28th Ave. S Federal Way r _ u -- g u a S 320TH St - I!I VICINITY MAP EXHIBIT PAGEI OF I RECEIVE[ SEP 2 12007 JOB NO: 0616 CITY OF FEDEIFiAL WA PROJECT HAMPTON INN $ SUITES, FEDEL_ RAWAY, WAUILD1�4 , DEPT. 830 4th Ave South, Sulte 201 Scottie, WA 98134. phone 206.285.1224. faK 206.2859366 CITY OF Federal Way FEB 2 9 2008 CITY OF FEDERAL. WAY BUILDING DEPT. ENVIRONMENTAL CHECKLIST Purpose of Checklist The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attadi any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of Checklist for Non -project Proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPWJECTAcrioNS (part D). For non -project actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. Bulletin #050 —August 19, 2004 , Pages 2 of 15 k:\Handouts\Environrnental Checklist A. BACKMOUND 1. Name of proposed project, if applicable: Hampbn Inn & Suites, Hotel 2. Name of applicant: Ed Abbott, AIA 3. Address and phone number of applicant and contact person: 1221 Second Ave. Suite300 Seattle WA. 98101 206 285 1224 x 102 Ed Abbott, AIA 4. Date checklist prepared: June 19; 2007 5. Agency requesting checklist: City of Federal Way, WA. 6. Proposed timing or schedule (including phasing, if applicable): Construction starts Winter 20072008 and completed by Winter 20082009 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. NO. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Soils report prepared by Cornerstone Geotechnical Inc. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by yourproposal? If yes, explain. NO. 10. List any government approvals or permits that will be needed for your proposal, if known A) SEPA determination. B) Process III Land Use decision is required. C) Building Permits (including General Building, Electrical, Mechanical & Civil). D) Permits required during construction, including street/side walk use or any similar per required by the City of Federal Way. E) Certificate of Occupancy. F) DOE NPDES permit required. Bulletin #050 — August 19, 2004 Page 2 of 15 k:\Handouts\Environmental Checklist 11. Give brief; complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The proposal is to construct a 5-story hotel on a 102,212 square foot site. The proposed total building area will be 86,999 square feet. The proposed building area footprint will be 20,138 square feet. The proposal will contain a hotel lobby, guest services on the first floor, guest rooms, meeting rooms, interior pool/exercise room on the first floorand guest rooms on the second thru five floors. Thereare 143 guestrooms proposed. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range; if known If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Address of location is 31626 28`h Avenue South, Federal Way, WA. 98003, The location of the proposal is within the Gateway Center Lot 5 & Lot 8, located in the Northeast corner, City of Federal Way. Gateway Blvd. Runs through the westerly side of the site and S. 3171h street boarders the north proper-ty line. LEGAL DESCRIPTION -LOT 5 (PARCEL # 0921049185) Legal Description: Pared A, that Portion of the South One -Half of the Southeast 1/4 of Section 9, Township 21 North, Range 4 East, W.M., (also known as Lot 5 (Revised April 22, 1987) of king County Lot Line Adjustment Recorded under King County Recording no. 875120940; except that portion thereof condemned for Sound Transit in King County Superior Court Cause Nos. 03-2 42827 KNT and 04-2=00458-6 KNT; Situate in the City of Federal Way, County of King, Stateof Washington. LEGAL DESCRIPTION -LOT 8 (PARCEL #0921049031) Legal Description: Pared A, that Portion of the SW 1/4 of SE 1/4 DAF — BEG SW SOR SD SUBD TH N 01- 29-18 E ALG W LN THOF 540.77 FT TO ELY MGN OF 23RD AVE S TH N 2540-29 E ALF SD ELY MGN 18.99 FT TH CONT ALF SD ELY MGN ALF ARC OF CRV TO LFT RAD 390.04 FT C/A OF 23-55-14 A DIST OF 162.84 FT TH S 88-24-15 E 304.98 FT TH N 01-29-18 E TH N 01-29-18 E 11.49 FT TH S 88-24-15 E 265 FT TH N 01-29-18 E 13.91 FT TH S 88-22-27 E 452.5 FT TO TPOB TH N 01-29-18 E 27.55 FT TO W MGN OF PSH 31 TH S 21-06-15 W ALF SD W MGN 125.01 FT TH S 26-12-30 142.38 FT TH N 69-36-56 W 254.77 FT TH N 5249-45 E 122.42 FT TH N 01-29-18 E 61.02 FT TO POB — AKA PCL 8 KCLLA 8703066 REC #8705120940 B. EWMONMENTALRT.F.MENTS 1. Earth a. General description of the site (circle one): Flat rolling, hilly, steep slopes, mountainous, other Flat with slight slope to the easterly portion of the site. b. What is the steepest slope on the site (approximate percent slope)? 5% OR LFSS Bulletin #050 — August 19, 2004 Page 3 of 15 k:\Handouts\Environmental Checklist c. What general types of soils are found on the site (for example, clay, sand, gravd, peat, .muck)? If you know the dassification of agricultural soils, specify them and note any prime farmland. Not Known (soil report is being prepared for building permit submittal). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Foundation cut and removal quanfities: 4,135 cubic yards to be removed off site. Sidewalk & East parking area structural fill: 1,778 cubic yards f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. 90% existing to remain, no change. g. About what percent of the site will be covered with impervious surfaces after project construction (for example; asphalt or buildings)? Building, Sidewalk & Parking asphalt imperious area: 71,046 sq.ft or 69 percent Existing Gateway Blvd & Public sidewalk imperious area:14,545 sq.ft or 14 percent Total imperious area 85,591 sq.ft or 83 percent h Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The project will comply with grading and drainage control code, which requires compliance with standard excavation and shoring practices to ensure non -hazardous excavation, and containmentof storm water runoff exposed soils. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Some emissions. b. Are there any off -site sources of emissions or odorthat may affect your proposal? If so, generally describe. None Known. c. Proposed measures to reduce or control emissions or other impacts to air, if any: During site work and construction, the site will be watered as required to minimize dust levds. Bulletin #050 — August 19, 2004 Page 4 of 15 Uflandouts\Environmental Checklist 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. NO. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described water? If yes, please describe and attach available plans. NO. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indictee the source of fill material. None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. None. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. None. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. Bulletin #050 — August 19, 2004 Page 5 of 15 k:\Handouts\Environmental Checklist c. Water runoff (including stormwater): 1) Describe the source of runoff (including stoun water) and method of collection and disposal, if any (indude quantities, ifknown). Where will this water flow? Will this water flow into other waters? If so, describe. Rain falling on the roof of the building well be directed to existing City of Federal Way storm sewer. Unpaved landscape areas will absorb some rainfall. The majority of the rainfall in The adjacent public property will dram into the street gutters and flow into the City of Federal Way storm sewer system. A wetvault will be constructed atthe southvwst corner of the site to provide basicwater quality treatment for onsite runoff. Paying pro-rata share of the Kitts Corner Regional Facility for detention of onsite runoff. Enlarge orifices of the detention vault in Gateway Center parking lotto improve capacity of the downstream storm system. Onsite post — developed discharge rates are as follows: Q2 yr = 0.61 CFS Q10yr=0.83CFS Q100 yr = 1.60 CFS 2) Could wastematerials enter ground or surface waters? If so, generally describe. NO d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Construction will be performed in accordance with the City's grading and drainage control code. 4. Plants --a: Check or circle types of vegetation found on the site: deciduous tree: alder aple, aspeq other evergreen tree: fir, ar; pine other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other Z other types of vegetation No "-f b. What kind and amount of vegetation will be removed or altered? Black berry bushes, Alder trees, fir & pine trees and field grass c. List threatened or endangered species known to be on or near the site. None on or near site. Bulletin #050 — August 19, 2004 Page 6 of 15 k:\Handouts\Environmental Checklist d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The project will comply with the landscape requirements of the City of Federal Way FWCC Section 22-1564. See landscape plans submitted with application drawings 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron eagle, songbirds, other mammals: deer, bear, elk, beaver, other fish: bass, salmon, trout, herring, shellfish, other. b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. NO. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and natural resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used forheating, manufacturing, etc. Electric power & natural gas will be used as the prindpal power for heat, hot water, lighting and for prep - area cook stoves. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe No, the proposed structure is within the zoning height limit; and would not impact access to solar en�rgy for neighboring properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The construction of the project will conform to the State of Washington Energy Code and all City of Federal Way energy code requirements 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe No. Bulletin #050 — August 19, 2004 Page 7 of 15 k:\Handouts\Environmental Checklist 1) Describe special emergency services that might be required. Normal fire, police and emergency medical services will be required to serve the population of the building. No special emergency services will be required. 2) Proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic noise on adjacent Interstate Highway and public street 2) What types and levels ofnoise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indi- cate what hours noise would come from the site. Traffic gendrated by the project is not anticipated to contribute significantly to existing noise levels in the area. Construction of the project will increase noise levels slightly in the area during the construction period. Construction noise will emanate from the site only in conformance with the City of Federal Way ordinances relating to noise and limiting hours. 3) Proposed measures to reduce or control noise impacts, if any: Noise generating excavation and construction activity will be limited to that allowed under City regulations, including any permits for special circumstances which may be issued by the City. Double pane glass will be used in Guest Room units to minimize street noise for the hotel guests. 8. Land and shoreline use a What is the current use of the site and adjacent properties? The site is undeveloped and the adjacent properties are commercial uses. A portion of the site is currently developed as a parking lot. The parking surface area is asphalt. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. None. d. Will any structures be demolished? If so, what? No. Bulletin #050 — August 19, 2004 Page 8 of 15 k:\Handouts\Environmental Checklist e. What is the current zoning classification of the site? CC-C, Zoning Designation (City Center -Core) f. What is the current comprehensive plan designation of the site? The project conforms to its comprehensive plan City Center -Core designation. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been dassified as an "environmentally sensitive" area? If so, specify. No. i Approximately how many people would reside orwork in the completed project? Approximately 143-hotel guest (estimated using # of Hotel guest rooms) Therewill be approximately 10 to 15 employees during the day and 3 to 4 during the evening hours. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. No adverse housing impactwill occur. I Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal will comply with the provisions of all applicable City ordinances, zoning policies, and land use recommendations. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, mid- dle, or low-income housing. None. b. Approximately how marry units, if any, would be eliminated? Indicate whether high, middle, or low4ncome housing. None. Bulletin #050 — August 19, 2004 Page 9 of 15 k:\Handouts\Environmental Checklist c. Proposed measures to reduce or control housing impacts, if any: No adverse housing impact will occur. 10. Aesthetics a. What is the tallest beight of any proposed structux (s), not including antennas; what is the principal exterior building material(s) proposed? The maximum height of the Hotel structure is 60' — 0". The building exterior will be Portland Cement (Stucco). b. What views in the immediate vicinity would be altered or obstructed? No public views will be blocked as a consequence of theproposal. c. Proposed measures to reduce or control aesthetic impacts, if any: Proposed measure include adherence to the Land Use Code for bulk and height restrictions on the building form, use of building materials which are compatible with established neighborhood makeup, trees and shrubs to provide greenery and pedestrian scale at street level and landscaping at common areas 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The project may reflect sunlight during the day and emit artificial light after dark. Daytime impacts will be glare from solar reflection from windows during late afternoon hours. The glare should be insignificant because of the lack of extensive lass or metallic surfaces considering it's in a commercial environment. Light and glare after dark will occur from both infernal and external sources. Interior lighting is not expected to produce any glare and in most instances, drapes, mini -blinds, lampshades, or awnings will shade light sources. Exterior light sources will be shaded at the sources to direct light away from nearby properties, streets and passerby. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? None known. Bulletin #050 — August 19, 2004 Page 10 of 15 k:\Handouts\Environmental Checklist d. Proposed measures to reduce or control light and glare impacts, if any: Low reflective surfaces and colors on building exterior, shielding of bright sources, articulated fapde treatment to interrupt patterns of reflected light. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? There are a number of recreational opportunity sites in the area including: Restaurants, Theater and businesses of flee Gateway Center. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation op- portunities to be provided by the project or applicant, if any: The Hotel will contain a swimming pool, Jacuzd and exercise facilities. The exterior passive recreational space 13. Historic and cultural preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preser- vation registers known to be on or next to the site? If so, generally describe. None exist b. Generally describe any landmarks or evidence of historic, ardiaeological, scientific, or cultural importance known to be on or next to the site. None located on site. c. Proposed measures to reduce or control impacts, if any: None. Bulletin #050 — August 19, 2004 Page 11 of 15 k:\Handouts\Environmental Checklist 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. S. 320`h and Gateway Blvd. Directly serve the site. Since located in the Gateway Center there is easy access to I-5 and State Highway 99 from the site. b. is site currently served by public transit? If not; what is the approximate distance to the nearest transit stop? Yes. c. How many parking spaces would the completed project have? How many would the project eliminate? 106 parking stalls are proposed on site, none would be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. e. Will the project use (or occur in the immediate vicinity of)water, rail, or airtransporta• tion? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? Ifknown, indicate when peak volumes would occur. Vehicle trip Generation data was derived for the Institute of Transportation Engineers Trip Generation manual, 7th edition, specifically for Land Use Code 310 for Hotel development. The project is expected to generate 71 weekday PM peak hour trips. A tratLc impact analysis (TIA) prepared by a traffic engineer is required to assess project impacts and determine mitigation measures. The TIA study includes the following analysis: Sight Distance per AASHTO, Queuing, Neighborhood Impacts, Left/Right Turn Lane Warrant/Signal Warrant Circle (WSDOT round -about impacts) and Safety. g. Proposed measures to reduoe or control transportation impacts, if any: The building is convenient to bus service and within the Downtown District. Bulletin #050 — August 19, 2004 Page 12 of 15 Uflandouts\Environmental Checklist 15. Public services a. Would the proj ect result in an increased need for public services (for example: fire pro- tection, police protection, health care, schools, other)? If so, generally describe. The project will result in an incremental increased need for fire and police protection: A) Fireprotection B) Police protection Q Storm waterNaintenance b. Proposed measures to reduce or control direct impacts on public services, if any. New construction will include type VA one -hour construction, fire sprinklers, extinguishers, fireproofing and necessary egress to comply with fire and building codes 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse serv- ice, telephone, sanitary sewer, septic system, other. All utilities listed above are available. Other. Cable television, wireless internet services, and storm sewer. b. Describe the utilities that are proposed for the project, theutility providing the services and the general construction activities on the site or in the immediate vicinity whidi might be needed. Electricity and Gas supplied by Puget Sound Energy will be the major energy source. Sewer and water systems owned by the Lakehaven Utility District. Storm Drain by City of Federal Way. Telephone by Qwest Cable Television by Comcast Cable C. SIGNATURE The above answers are true and complete to the best ofmy knowledge. I understand that the lead agency is re Signature: Date Submi Bulletin #050 — August 19, 2004 Page 13 of 15 k:\Handouts\Environmental Checklist A SUPPLEMENTAL SHEET FORNONPROJECr ACTIONS NOT APPLICABLE (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at afaster rate than ifthe proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water, emissions to air, pro- duction, storage, or release of toxic or hazardous substances; orproduction of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Bulletin #050 — August 19, 2004 Page 14 of 15 k:\Handouts\Environmental Checklist Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measwes to reduce or respond to such demands) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requiremeirts for the protection of the en vi ronm ent. Bulletin #050 — August 19, 2004 Page 15 of 15 k:\Handouts\Environmental Checklist CIT F 4';:tSP Federal Way 41k DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8t" Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cifyoffederalway.com DECLARATION OF DISTRIBUTION 1, bf�J &ZV'1� hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWCC Interpretation ❑ Other was ❑ mailed ❑ faxed d `a 2008. Project Name ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document ❑ e-mailed and/orx posted to or at each of the attached addresses on c� U h va P s 44&V-�D �q T-0v) File Number(s) Signature Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 6/4/2008 5:49:00 PM I 41k CITY Federale. Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cifyoffederalway.com DECLARATION OF DISTRIBUTION I, -.c hereby declare, under penalty of perjury of the laws of the State of Washington, that a- ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWCC Interpretation ❑ Other was X mailed ❑ faxed K n Q 3 , 2008. Project Name ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on 1% - J�n n File Number(s) 02 - 16 5 Z.76 - t Signature Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /3/2008 4:54:00 PM CITY OF Federal Way State Environmental Policy Act Environmental Determination of Nonsignificance HAMPT.ON INN & SUITES Federal Way File No: 07-105270-00-SE Description of Proposal: The applicant proposes construction of a five -story 86,999 square -foot, 143-room hotel with guest services and associated site improvements including 109 parking stalls and installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. Proponent: Ed Abbott, Abbott Heys & Assoc, Inc., 1221 2"d Ave., Ste 300, Seattle, WA 98101 Location: 31720 Gateway Blvd. South, Federal Way, WA Lead Agency: City of Federal Way City Contact: Deb Barker, Senior Planner, 253-835-2642 The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist, the Federal Way Comprehensive Plan, final staff evaluation for this action, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31C.060. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8"' Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This DNS is issued under WAC 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on June 18, 2008. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. The appeal fee is $114.50. Responsible Official: Greg Fewins Position/Title: Director of Community Development Services Mailing Address: 33325 8`h Avenue South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: .tulle 4. 2008 Signature: r��r Doc. I.D. 45590 VICINITY MAP EXHIBIT PAGE_L-OF_L_ RECEIVED SEP 2 1 2007 JOB NO: 006 CITY OF FEDERAL VVA PROJECT: HAMPTON INN $ SUITES, FEDERAL WAY, WAUILDING DEPT. 830 4 +1 Ave South, Suff a 201 SeatMa. WA 98134 . phone 206.2 51224 . fox 206.2859366 Easy Peel labels !� i A See instruction Sheet ; TG Use Averyb TEMPLATE 51600 M 1F�Paper for Easy Peel Featurel RAMON PAZOOKI JAMEY TAYLOR SNO-KING PLANNING MGR DNR SEPA CENTER WSDOT SOUTH KING COUNTY PO BOX 47015 PO BOX 330310 OLYMPIA WA 98504-7015 SEATTLE WA 98133-9710 ATTN SEPA REVIEW GARY KRIEDT PUGET SOUND CLEAN AIR AGENCY KING COUNTY TRANSIT DIV 1904 3RD AVE STE 105 ENV PLANNING MS KSC-TR-0431 SEATTLE WA 98101-3317 201 S JACKSON ST SEATTLE WA 98104-3856 LORI KITTREDGE MARY AUSBURN METRO TRANSIT PSE KSC-TR-0413 6905 S 228TH ST SKC-SVC 201 S JACKSON ST KENT WA 98032 SEATTLE WA 98104-3856 PAT PROUSE CHRIS CARREL QWEST FRIENDS OF THE HYLEBOS 1600 7T11 AVE RM 1206 PO BOX 24971 SEATTLE WA 98121 FEDERAL WAY WA 98093 SEATTLE PI ATTN NEWSROOM 101 ELLIOTT AVE W TACOMA NEWS TRIBUNE SEATTLE WA 98121 1950 S STATE ST TACOMA WA 98405 FEDERAL WAY MIRROR SOUTH COUNTY JOURNAL 1414 S 324TH ST STE B-210 PO BOX 130 FEDERAL WAY WA 98003 KENT WA 98035-0130 CHERYLPARAS PSE CMTY SERVICES DEPT Federal Way Disposal 3130 S 38TH ST PO Box 1877 TACOMA WA 98409 Auburn, WA 98071 South King Fire & Rescue FW Chamber of Commerce 31617 1 sc Ave S PO Box 3440 Federal Way, WA 98003 Federal Way, WA 98063 IA Orchard Hotels — Federal Way Fir Associates, et al C/O R 2901 Butterfield Rd 505 Madison St, Ste 205 Oakbrook, IL 60523 Seattle, WA 98104 Gerry Lamontagne, General Mgr John T. Cook, Attorney Courtyard Marriott Gordon Thomas Honeywell 31910 Gateway Ctr Blvd S PO Box 1157 Federal Way, WA 98003 Tacoma, WA 98401-1157 AVERY051600 1 DEPT OF ECOLOGY ENVIRONMENTAL REVIEW SEC PO BOX 47703 OLYMPIA WA 98504-7703 PERRY WEINBERG SOUND TRANSIT 401 S JACKSON ST SEATTLE WA 98104-2826 LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 LINDA SHAFFER PIERCE TRANSIT PO BOX 99070 LAKEWOOD WA 98499-0070 FEDERAL WAY NEWS 14006 1 ST AVE S STE B BURIEN WA 98168 JOHN KIM KOREA POST 28815 PACIFIC HWY S STE 4B FEDERAL WAY WA 98003 COMCAST — SE PUGET SOUND ARE CONSTRUCTION/ENG MANAGER 4020 AUBURN WAY N AUBURN WA 98002 Robert Bayne 31612 28`6 Ave S Federal Way, WA 98003 Karl Williams Griffin & Williams, P.S. Attorneys at Law 5000 Bridgeport Way W University Place, WA 98467-2301 Bill and Sue An WA11 Retail Management PO Box 1941 Auburn, WA 98071-1941 ttiquettes b6les a peter A Consultez la feuille www.avery.com Utilisez le gabarit AVERY@ 51600 Sens de chargement d'instruction 1-800-GO-AVERY Impression antibourrage et a sechage ri e ® www.avery.corn S AVERYO 51600 Utilisex le gabarit 51600 1-800-GO-AVER! Iry and Marlene Beadle 1236 SW 296" St Federal Way, WA 98023 A113AV-09-008-L �,, 0096S 31V14IN31®IGany ash ®09Ls @AU3AVF S wor/Gane•nnnnnn �� 5u. Vd aajj a5pnwS pue user 2q HAMPTON INN & SUITES, Party of Record list for SEPA issuance File #07-105270-00-SE Karl Williams Griffin & Williams, P.S. Attorneys at Law 5000 Bridgeport Way West University Place, WA 98467-2301 Gerry Lamontagne, General Manager Courtyard Marriott 31910 Gateway Center Blvd. S. Federal Way, WA 98003 John T. Cooke, Attorney Gordon Thomas Honeywell 1201 Pacific Avenue, Suite 2100 PO Box 1157 Tacoma, WA 98401-1157 Bill and Sue An WAl 1 Retail Management P.O. Box 1941 Auburn, WA 98071-1941 Iry and Marlene Beadle St Federal Way, WA 98023 J�oong Cho 8255 154t' Ave SE New Castle, WA 98059 Listing of Taxpayer Names and Mailing Addresses (Prepared 6/11/2007 and does NOT include Condominium Owners) L� E 1 MALU I I /1Ar MT MM IVHIVIC /11 1 N. LI IN E: /\UU 1\L1jV L114L 7r 1 /1yyl .wy 0921049054 FEDERAL WAY PUBLIC SCHOOLS 31405 18TH AVE S FEDERAL WAY WA 98003 0921049137 ANS L L C PO BOX 1941 AUBURN WA 98071 0921049245 STEVE RICKY 31612 28TH AVE S. FEDERAL WAY WA 98003 0921049320 APPLE HOSPITALITY FIVE INC 901 E CARY ST R.ICHMOND VA 23219 0921049321 FEDERAL WAY JOINT VENTURE -RADER 1201 2ND AVE #2900 SEATTLE WA 98101 JOHN P -TTEE 0921049328 APPLE HOSPITALITY FIVE Attn: ATI'N JENNIFER 814 E MAIN ST RICHMOND VA 23219 WILLIAMS 0921049330 CPSRTA Attn: ATTN REAL ESTATE DIV 401 S JACKSON ST SEATTLE WA 98104 7 Records Returned Mailing Labels! Yrn'a��Io t;�,3L, 6 w � 5+,,, Feed.,-4-J 2q,(a Page 1 of 1 Map Date: June 11th, 2007 City of City of Federal Way Notification Area of Tax I +s Gis Division P.O. Box 9718 Ave S. 092104 91851 & 092104 9031 Federal3325 ayWa. Federal Way Federal Way 00 98063 (206) - 835 - 7000 www. cityoffederalway.com rPz1a: 092104 _....0 9142 092104 092104 9307 092104 9151 9054 U) Q f-- 00 N 092104 -�� 154180 c000 I JJ 1 092104 9330 S 317T ST 092104 092104 092104 N2104 9042 9027 9321 91tu a9 092104 j 503103i 9030 1.YG"X 9921 90 092104 9320 r^ 092104 9172 092104t �( 9329 092104 9035 i Legend King county Tax Lots = 300' Ft Notification Area WY OF Subject Site N Federal Way Tax Lots to Notifi� 0 75 150 300 This map islntended For use as a graphical representation only. ' 7 Feet The City of Federal Way makes no warranty as to its accuracy. FEMA US ARMY CORPS/ENGINEERS JOE HENRY REGION 10 NTH DIV ATTN REGULATORY BRANCH NATURAL RESOURCES CVN SVC 130 228T" ST SW PO BOX 3755 935 POW ELL AVE SW BOTHELL WA 98021-9796 SEATTLE WA 98124 RENTON WA 98055 EPA ENVIRONMENTAL REVIEW SEC 1200 6T" AVE MD-126 SEATTLE WA 98101 RAMON PAZOOKI SNO-KING PLANNING MGR WSDOT SOUTH KING COUNTY PO BOX 330310 SEATTLE WA 98133-9710 OFFICE OF ARCHAEOLOGY & HISTORIC PRESERVATION PO BOX 48343 OLYMPIA WA 98504-8343 DEPT OF ECOLOGY ENVIRONMENTAL REVIEW SEC PO BOX 47703 OLYMPIA WA 98504-7703 JAMEY TAYLOR DNR SEPA CENTER PO BOX 47015 OLYMPIA WA 98504-7015 WA STATE DEPT WILDLIFE 600 CAPITOL WAY N OLYMPIA WA 98501-1091 WSDOT ENVIRONMENTAL AFFAIRS REGULATORY COMPLIANCE PO BOX 47331 OLYMPIA WA 98504-7331 WA NATURAL HERITAGE DNR PO BOX 47014 OLYMPIA WA 98504-7014 RANDY PEARSON WASH STATE PARKS PO BOX 42668 OLYMPIA WA 98504-2668 JULIE STOFEL TRAVIS NELSON LARRY FISHER WDFW ON 4 OFFICE WDFW WDFW REGION TH EGI RMILL CEEK BLVD PO BOX 73249 1775 12 AVE NW STE 201 MILL CREEK RE 98012 PUYALLUP WA 98373 ISSAQUAH WA 98027 US FISH & WILDLIFE SERVCE DOH - DIV OF DRINKING WATER ATTN SEPA REVIEW R SE #102 ENV DOCUMENTS REVIEWER PUGET SOUND CLEAN AIR AGENCY 510 DESMOND DRD 510 DE WA 98 PO BOX 47822 1904 3 AVE STE 105 OLYMPIA WA 98504-7822 SEATTLE WA 98101-3317 PORT OF TACOMA ENVIRONMENTAL DEPT PO BOX 1837 TACOMA WA 98401-1837 KC WASTEWATER TREATMENT ENVIRONMENTAL PLN OAP MS KSC-NR-0505 201 S JACKSON ST SEATTLE WA 98104-3855 LISA DINSMORE LAND US SVC KCDDES 900 OAKESDALE AVE SW RENTON WA 98057-5212 PORT OF SEATTLE PO BOX 1209 SEATTLE WA 98111 GARY KRIEDT KING COUNTY TRANSIT DIV ENV PLANNING MS KSC-TR-0431 201 S JACKSON ST SEATTLE WA 98104-3856 SOUTH KING COUNTY REGIONAL WATER ASSOCIATION 27224 144T" AVE SE KENT WA 98042 PSRC GROWTH MANAGEMENT DEPT 1011 WESTERN AVE #500 SEATTLE WA 98104-1040 PERRY WEINBERG SOUND TRANSIT 401 S JACKSON ST SEATTLE WA 98104-2826 KING COUNTY PARKS PROPERTY MANAGEMENT PO BOX 3517 REDMOND WA 98073-3517 KC BOUNDARY REVIEW BOARD ROD HANSEN SOLID WASTE DIV LEE DORIGAN 810 THIRD AVE STE 608 KING CO DEPT OF NATURAL RES PUBLIC HEALTH SEATTLE/KING SEATTLE WA 98104-1693 201 S JACKSON ST STE 701 401 FIFTH AVE STE 1100 SEATTLE WA 98104-3855 SEATTLE WA 98104 �il =ry m -sem KING CO ROADS DIVISION COUNTY ROADS ENGINEER 155 MONROE AVE NE RENTON WA 98056 SOUTH KING FIRE & RESCUE 31617 1 ST AVE S FEDERAL WAY WA 98003 COMC <LETORE 1414S E 211 FE L 98003 LAURA MURP TRIBA R EOLOGIST MUCK..- OT INDIAN TRIBE 39015 1 AVE SE AUBU 98092 PIERCE COUNTY HEALTH DEPT 3629 S "D" ST TACOMA WA 98408 PLANNING & CD DEPT CITY OF AUBURN 25 W MAIN ST AUBURN WA 98001 KENT CITY HALL PLANNING DEPT 220 4T" AVE S KENT WA 98032 NE TAC NEIGHBORHOOD COUNCIL C/O JAMES COLBURN TACOMA ECONOMIC DEV 747 MARKET ST RM 900 TACOMA WA 98402-3793 CRAIG GIBSON TACOMA PUBLIC UTILITIES PO BOX 11007 TACOMA WA 98411 GERI WALKER FW PS 31405 18T" AVE S FEDERAL WAY WA 98003 FW CHAMBER OF COMMERCE PO BOX 3440 FEDERAL WAY WA 98063 LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 FEDERAL WAY DISPOSAL PO BOX 1877 AUBURN WA 98071 MUCKLESHOOT INDIAN TRIBE EDWARDS/LYMANITHOMAS FISHERIES DIVISION PUYkLUtj^E OF INDIANS ATTN ENVIRONMENTAL REVIEWER HISTO RESERVATION DEPT 39015 172ND AVE SE 3000ITIPWTLAND AVE AUBURN WA 98002 COMA VfIk 98404 PIERCE CO PLNG & LAND SVCS RESOURCE MANAGEMENT 2401 S 35T" ST TACOMA WA 98409-7460 PIERCE COUNTY BOUNDARY REVIEW BOARD 2401 S 35T" ST 17_Tei1uLlZi4_&!F:L it CITY CLERK PACIFIC CITY HALL 100 THIRD AVE SE PACIFIC WA 98047 CITY OF TACOMA BLUS LAND USE ADMINISTRATOR 747 MARKET ST STE 345 TACOMA WA 98402-3769 MARION WEED CHAIR NORTHEAST TACOMA NEIGHBORHOOD COUNCIL 4735 NE 42ND ST TACOMA WA 98422 CITY OF LAKEWOOD 10510 GRAVELLY LK DR SW STE 206 LAKEWOOD WA 98499-5013 PIERCE CO PLNG & LAND SVCS DEVELOPMENT ENGINEER 2401 S 35T" ST TACOMA WA 98409-7460 AUBURN SCHOOL DISTRICT 915 FOURTH NE AUBURN WA 98002 PUBLIC WORKS DIRECTOR ALGONA CITY HALL 402 WARDE ST ALGONA WA 98001-8505 JOE ELTRICH TACOMA WATER DIVISION PO BOX 11007 TACOMA WA 98411 HAYES ALEXANDER PLNG CHAIR NORTHEAST TACOMA NEIGHBORHOOD COUNCIL 5308 RIDGE DR NE TACOMA WA 98422 CITY OF MILTON 1000 LAUREL ST MILTON WA 98354 CITY OF SEATAC CITY OF DES MOINES CITY OF NORMANDY PARK 4800 S 188T" ST 21630 11T" AVE S 801 SW 174T" ST SEATAC WA 98188 DES MOINES WA 98198 NORMANDY PARK WA 98166 CITY OF BURIEN TERRY LUKENS CITY OF FIFE CITY HALL TH 5411 23RD ST E BELLEVUE COUNCIL OFFICE 415 SW 150 ST FIFE WA 98424 PO BOX 90012 BURIEN WA 98166-1957 BELLEVUE WA 98009-9012 WATER DISTRICT #54 HIGHLINE WATER DISTRICT MIDWAY SEWER DISTRICT 922 S 219T" ST PO BOX 3867 PO BOX 3487 DES MOINES WA 98198-6392 KENT WA 98032-0367 KENT WA 98032 WATER DISTRICT #111 COVINGTON WATER DISTRICT PAT PROUSE 27224 144T" AVE SE 18631 SE 300T" PL OWES TH KENT WA 98042-9058 KENT WA 98042-9208 SEAT 7 AVE RM 120E SEATTLE WA 98121 LORI KITTREDGE MARY AUSBURN JILL GASTON REALTY SPEC METRO TRANSIT PSE BPA KSC-TR-0413 6905 S 228T" ST SKC-SVC 914 AVE "D" 201 S JACKSON ST KENT WA 98032 SNOHOMISH WA 98290 SEATTLE WA 98104-3856 WASH ENVIRON COUNCIL CHRIS CARREL LINDA SHAFFER 615 2"D AVE STE 380 FRIENDS OF THE HYLEBOS PIERCE TRANSIT SEATTLE WA 98104-2245 PO BOX 24971 PO BOX 99070 FEDERAL WAY WA 98093 LAKEWOOD WA 98499-0070 SAM PACE LEAGUE OF WOMEN VOTERS FW COMMUNITY COUNCIL SEA/KING CO ASSOC/REALTORS OF SOUTH KING COUNTY 29839 154T" AVE SE PO BOX 66037 PO BOX 4274 KENT WA 98042-4557 BURIEN WA 98166 FEDERAL WAY WA 98063 MICHAEL FELDMAN ATTN NEWSROOM AVIATION PLANNING SEATAC WASH STATE OCD TACOMA NEWS TRIBUNE PO BOX 68727 901 COLUMBIA ST SW 1950 S STATE ST SEATTLE WA 98168-0727 OLYMPIA WA 98504-8300 TACOMA WA 98405 SEATTLE PI LISA PEMBERTON-BUTLER FEDERAL WAY NEWS 101 ELLIOTT AVE W SEATTLE TIMES NORTH 1400E 1STAVE S STE B TI BELLEVUE WA 98004-3748 SEATTLE WA 98121 1200 112 AVE STE C145 BURIEN WA 98168 FEDERAL WAY MIRROR SOUTH COUNTY JOURNAL JOHN KIM TH KOREA POST 1414 S 324 ST STE B-210 PO BOX 130 28815 PACIFIC HWY S STE 4B FEDERAL WAY WA 98003 KENT WA 98035-0130 FEDERAL WAY WA 98003 KING COUNTY ASSESSORS HOLLY WILLIAMSON CITY OF EDGEWOOD 500 4T" AVE RM 700 OLYMPIC PIPELINE CO 2221 MERIDIAN AVE E SEATTLE WA 98104 2319 LIND AVE SW EDGEWOOD WA 98371-1010 RENTON WA 98055 CRESTVIEW SHORECLUB ASSN MHACC MIRROR LK RESIDENTS ASSN 4817 SW 310T" ST C/O WI TLiIAM HICKS 525 SW 312T" ST FEDERAL WAY WA 98023 29219 7 PL S FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 NORTH LAKE COMNTY CLUB WEST GREEN CONDO ASSN REDONDO COMMUNITY CLUB 33228 38T" AVE S 432 S 321ST PL PO BOX 5118 AUBURN WA 98001 FEDERAL WAY WA 98003 REDONDO WA 98054 STEEL LK RESIDENTS ASSN BARCLAY PLACE HOA BELMOR PARK HOA 2329 S 304T" ST 1034 SW 334T" ST 2101 S 324T" ST FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 BELLACARINO WOODS HOA BELLRIDGE TOWNHOMES HOA CAMPUS GLEN HOA 35204 6T" AVE SW 1438 S 308T" LN 32806 6T" PL S FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 TWIN LAKES HOA MAR CHERI COMNTY CLUB BROOKLAKE COMNTY CENTER 3420 SW 320T" ST # 28 PO BOX 25281 726 S 356T" ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 KEN SHATOCK COMCAST - SE PUGET SOUND ARE 2613 S37979 GROUSE POINTE HOA KINGS TH PL HOA CONSTRUCTION/ENG MANAGER 1911 SW CAMPUS DR # 621 FEDERAL WAY WA 98003 4020 AUBURN WAY N FEDERAL WAY WA 98023 AUBURN WA 98002 MASTER BUILDERS ASSOC CHERYL PARAS 335 116T" AVE SE PSE CMTTYiSERVICES DEPT BELLEVUE WA 98004-6407 TAC S OMA ST ACA WA 98409 Revised May 1, 2008 KAEnvironmental ChecklistsWgency Mailing List.doc 6q 40k CITY 10'::tSV� OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cityoffederalwoy.com DECLARATION OF DISTRIBUTION I, *,&r hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed Xe-mailed and/or ❑ posted to or at each of the attached addresses on ❑ 2008. Project Name File Number(s) 0 7 -/b 5 -2-70 - 5 % 7- /b S -�� 9 -- V P Signature Date G ':� 6 -6,R K:\CD Administration Files\Declaration of Distdbution.doc/Last printed 1 /3/2008 4:54:00 PM CITY OF r� Federal Way NOTICE ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE Hampton Inn & Suites Federal Way File No: 07-105270-00-SE Description: The applicant proposes construction of a five -story 86,999 square -foot, 143-room hotel with guest services and associated site improvements including 109 parking stalls and installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. Location: 31720 Gateway Blvd. South, Federal Way, WA Applicant: Ed Abbott, AIA, 206-285-1224, Abbott Heys and Associates, Inc_, 1221 2nd Avenue, Suite 300, Seattle, WA 98101 Lead Agency: City of Federal Way Staff Contact: Deb Barker, Senior Planner, 253-835-2642 The City of Federal Way has determined that the following project does not have a probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.2 1 C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the City. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 81h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This Determination of Nonsignifrcance (DNS) is issued under WAC 197-11-340(2). Comments must be submitted by 5:00 p.m. on June 18, 2008. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections_ The appeal fee is $114.50. Published in the Federal Way Mirror on June 4, 2008. Doc I.D. 45589 (513fl/2008) Tamara Fix - Re: Legal N-6tice - Hampton —Page 1 From: Teryl Heller <theller@fedwaymirror.com> To: "Tamara Fix" <Tamara.Fix@cityoffederalway.com> Date: 5/30/2008 8:27 AM Subject: Re: Legal Notice - Hampton Attachments: Part.001; 15784265037.doc Thanks, Tamara. Will do. Have a good weekend. Teryl Heller Federal Way Mirror 1414 South 324th Street, Suite B210 Federal Way, WA 98003 (phone) 253-925-5565 (fax) 253-925-5750 On May 30, 2008, at 8:24 AM, Tamara Fix wrote. > Please publish the following legal notice (Hampton Inn DNS, 07-105270) > in Wednesday's (June 4, 2008) issue. > Please confirm and issue an affidavit of publication. > Thanks! > Tamara Fix > Administrative Assistant > City of Federal Way > PO Box 9718 > Federal Way, WA 98063-9718 > 253-835-2602 CITY OF Federal Way State Environmental Policy Act Environmental Determination of Nonsignificance HAMPTON INN & SUITES Federal Way File No: 07-105270-00-SE Description of Proposal: The applicant proposes construction of a five -story 86,999 square -foot, 143-room hotel with guest services and associated site improvements including 109 parking stalls and installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. Proponent: Ed Abbott, Abbott Heys & Assoc, Inc., 1221 2od Ave., Ste 300, Seattle, WA 98101 Location: 31720 Gateway Blvd. South, Federal Way, WA Lead Agency: City of Federal Way City Contact: Deb Barker, Senior Planner, 253-835-2642 The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist, the Federal Way Comprehensive Plan, final staff evaluation for this action, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31 C.060. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8th Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This DNS is issued under WAC 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on June 18, 2008. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. The appeal fee is $114.50. Responsible Official: Greg Fewins Position/Title: Director of Community Development Services Mailing Address: 33325 8ch Avenue South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: June 4, 2008 Signature: &f _ Doc. I.D. 45590 40k CITY OF Federal Way NOTICE ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE Hampton Inn & Suites Federal Way File No: 07-105270-00-SE FILE Description: The applicant proposes construction of a five -story 86,999 square -foot, 143-room hotel with guest services and associated site improvements including 109 parking stalls and installation of pipes up to 18 inches in diameter on a partially developed 2.25-acre site. Location: 31720 Gateway Blvd. South, Federal Way, WA Applicant: Ed Abbott, AIA, 206-285-1224, Abbott Heys and Associates, Inc., 1221 2"d Avenue, Suite 300, Seattle, WA 98101 Lead Agency: City of Federal Way Staff Contact: Deb Barker, Senior Planner, 253-835-2642 The City of Federal Way has determined that the following project does not have a probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.2 1 C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the City. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8 h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This Determination of Nonsignificance (DNS) is issued under WAC 197-11-340(2). Continents must be submitted by 5:00 p.m. on June 18, 2008. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. The appeal fee is $114.50. Published in the Federal Way Mirror on June 4, 2008. Doc ID 45589 �616Ix008) Deb Barker - Fwd.07-9 05270-00-SE From: Greg Fewins To: Deb Barker Hate: 6/6/2008 3:26 PM Subject, Fwd:07-105270-00-SE fyi Greg >>> "Kittredge, Lori" <Lori.Kittredge kinocouniv.aov> 6/6/2008 3:01 PM >>> The Hampton Inn project shouldnot impact Metro Transit. Lori iiittredge Transit Route Facilities Planner SW District and Vashon Island 2015. Jackson St. Seattle, WA 98104-3856 KSC-TR-0413 Phone 206-263-3751 Fax 206-684-1860 e-mail: lod.kittreda kin coun ov Please note: King County is changing email addresses. My new email address is lori.kittredgeekingcounty_go�. Deb Barker From: Monica Adams [madams@piercetransit.org] Sent: Monday, June 23, 2008 1:32 PM To: Deb Barker Subject: Hampton Inn & Suites/07-105270-00-SE Good afternoon, Thank you for the opportunity to comment on the above noted proposal. Pierce Transit has no comments. Sincerely, 914onica,g dams, Planner II Bus Stops, a division of Capital Development Pierce Transit 253.581.8130 253.581.8075 N (411412Dp8) Deb barker - Re: Hampton - Anafher checklist question (repeat) Pa e 1 a From: Ed Abbott <ed@aha-arch.com> To: Deb Barker<Deb.Barker@cityoffederalway.com> Date: 4/14/2008 11:33 AM Subject: Re: Hampton - Another checklist question (repeat) Deb, Good Morning, I have been out doing seminars this past week. To answer your questions. I have never observed birds or animals on the site. I do believe there are birds now and than around the area. Possibly Robins, Crows, Starlings etc. What would you like me to do? Best, Ed Abbott AIA Architect Abbott Heys & Associates Inc. 1224 2nd Ave., Suite 300 Seattle, WA. 98101 206.285.1224 x 102 206.285.9366 FAX ed@aha-arch.com On 4/8/08 8:39 AM, "Deb Barker"<Deb. Barker@cityoffederalway. com > wrote: > SECOND REQUEST FOR INFORMATION > Ed - Checklist section #B.5.a, which states: Circle any birds and animals > which have been observed on or near the site or are known to be on or hear the > site, contains no markings. Does this mean that no birds or animals were ever > observed? > Please clarify for my report. > Thanks > Deb Barker, Senior Planner > City of Federal Way > PO Box 9718 > Federal Way, WA 98063-9718 > 253-835-2642 441 CITY OF Federal VIVay DATE: March 12, 2008 TO: Janet Shull FROM: Sean Wells, P.E CSES SUBJECT: HAMPTON INN &(07-1E5270-00-SE) 31626 28TH AVE S - PWDS SEPA Approval MEMORANDUM Public Works Department Public Works Development Services (PWDS) has reviewed the additional information related to the storm water system on this project. Several happenings have occurred since my March 7, 2008 memo related to the stormwater system proposed onsite, and the downstream system from the site. PWDS is confident that any stormwater concerns for both the onsite and the offsite systems can be accommodated for based on adopted codes currently in place. Therefore, PWDS agrees with the SEPA checklist responses, and recommends no SEPA mitigation for this project. CITY OF Federal Way DATE: March 7, 2008 TO: Janet Shull FROM: Sean Wells, P SUBJECT: HAMPTON INN & SUITES - (07-105270-00-SE) 31626 28TH AVE S - PWDS SEPA Review I reviewed the revised checklist resubmitted on February 29, 2008. I accept the changes made to the checklist per our January 17 memo. MEMORANDUM Public Works Department There are several recent revisions to the stormwater system that the applicant's engineer has proposed. They relate to the detention requirements and the water quality devices. I have been working with the engineer to come to a solution to these recent issues. However, Public Works can not approve the SEPA review at this time, because the stormwater design has not been confirmed for either detention or water quality. Therefore, we are still "on hold" for both the SEPA review as well as the land use review. Please let me know if you have any questions or concerns. - CITY OF = _ Federal Way DATE: March 3, 2008 MEMORANDUM Community Development Services Department TO: Sean Wells, Scott Sproul, Sanjeev Tandle, Chris Ingham, Brian Asbury FROM: Janet Shull SUBJECT: REVISED SEPA CHECKLIST: HAMPTON INN & SUITES - (07-105270-00-SE) 31626 28TH AVE S Please review the attached and let me know if there are any further comments. I am ready to issue SEPA on this. Therefore, please let me know if there are any outstanding issues that must be addressed prior to SEPA issuance. Please also advise of any SEPA conditions. Thank you. DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South CITY OFVz��:�6PO Box 9718 Federal Way WA 98063-9718 Federal Way 253-835-2607; Fax 253-835-2609 www.cayoffederalwa y.corn RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or re vised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submitall items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: Project Name: Project Address: r� Project Contact: Phone: �G 2SS - IZZ�� 14 Z RESUBMITTED ITEMS:- 41W(9 # of Copies ** Detailed Description of Item ** Always submit the same number of copies as required for your initial application.** Resubmittal Requested by: 41) L , Letter Dated: C a e er RESUB #.• OFFICE USE DNL K E Distribution Date: ` ,1 � ,� r �� By. Dept/Div Name # Description Building, "Planning PW Fire Other Bulletin # 129 - August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information 4 RESUBMITTED FEB 2 9 2008 CITY CE FEDERAL WAY Date: 02.29.08 BUILDING DEPT. Revisions to: Reviewer: Janet Shull City of Federal Way Department of Community Development Services 33325 8th avenue South Federal Way WA 98063 Re: File 307-105270-00-SE: SEPA Checklist Review Comments Hampton Inn & Suites: 31626 28th Avenue South, Federal Way Dear Janet Shull, Architecture Interior Design Attached are 6 copies on the revised SEPA checklist per Sean Wells, P.E. review comments for compliance. If you have any further questions regarding this project, I can be reach via: If at all possible please call or email me the information prior to using USPS. We would be more than happy to pick any and all comments same day available. Telephone 206 285 1224 FAX 206 285 9366 E-mail ed�.aha-arch.com Sincerely, Ed Abbott, AIA Project Architect/President 0518 EnergY072507.doc CITY OF � Federal January 23, 2008 CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Mr. Ed Abbott Abbott Heys and Associates, Inc. 1221 2na Avenue, Suite 300 Seattle, WA 98101 Re: File #07-105270-00-SE; SEPA CHECKLIST REVIEW COMMENTS Hampton Inn & Suites; 31626 281h Avenue'South, Federal Way Dear Mr. Abbott: Please find enclosed a January 17, 2008, memorandum with Public Works Development Services review comments for the SEPA checklist resubmitted on November 29, 2008. The planning division staff has no further comments on the SEPA checklist. Please submit six (6) copies of the revised SEPA checklist along with a completed resubmittal form (enclosed). If you have any questions, I may be contacted at 253-835-2644, or i abet.shull(g7cityoffederalway.corn. Sincerely, '1 J net Shull, AICP cnior Planner Enc: Resubmittal Form c: Scott Sproul, Assistant Building Official Sean Wells, P.E., Engineering Plans Reviewer Sanjeev Tandle, Parametrix Engineering Chris Ingham, South King Fire and Rescue Brian Asbury, Lakehaven Utility District Doc. I.D. 43819 CITY OF Federal Way DATE: January 17, 2008 TO: Janet Shull FROM: Sean Wells, P.E. MEMORANDUM Public Works Department SUBJECT: HAMPTON INN & SUITES - (07-105270-00-SE) 31626 28TH AVE S - PWDS SEPA Checklist Review Comments We have reviewed the SEPA checklist resubmitted on November 28, 2007 and have the following required items that need to be addressed with the applicant's responses. They are as follows: 1. Item A.10: List the required DOE NPDES permit. 2. Item 13.3.c: Storm water will be collected and discharged into the City of Federal Way storm water system (not Lakehaven Utility). Also, state the method of treatment for flow control and water quality, and the flow rates for the 2, 10, and 100 year storm events in the post -developed condition. 3. Item B.15.a: The proposal will indeed have an increased need for public services: Police, fire, storm water maintenance, etc. List all possible public services affected. 4. Item B.15.b: The proposal will not lower the amount of vehicle trips per day based on the current use. Revise this checklist answer to answer how the project will alleviate the impacts to the required items listed in 13.15.a. CITY OF Federal Way DATE: November 29, 2007 MEMORANDUM Community Development Services Department TO: Scott Sproul, Sean Wells, Sanjeev Tandle, Chris Ingham, Brian Asbury FROM: Janet Shull SUBJECT: HAMPTON INN & SUITES - (07-105269-00-UP) 31626 28TH AVE S Please find enclosed the following resubmittal items in response to technical comments provided in October 25, 2007 letter. • Revised SEPA checklist ■ Trash receptacle, bench and bike rack specs • Ground floor trellis details ■ Upper roof top trellis details ■ Site plans Sheet AS-1 ■ Colored elevations Deb Barker From: Peter Beckwith Sent: Friday, October 17, 2008 10:05 AM To: Deb Barker Cc: Isaac Conlen Subject: RE: Hampton Inn - draft Declaration of Deb Barker Attachments: Declaration of Deb Barker (4).DOC Good Morning Deb, Attached are my revisions to the declaration along with some highlighted comments. To reiterate what I said yesterday, I would prefer that the City not get involved unless its involvement is under threat of subpoena. I don't want there to be an appearance that the City is taking sides in a private matter. However, understanding that this is a policy decision I'll let CD make the call. And after the revisions we have made, it may be that the Perkins attorney does not find the declaration to be very useful. Pb From: Deb Barker Sent: Thursday, October 16, 2008 6:26 PM To: Peter Beckwith Subject: Hampton Inn - draft Declaration of Deb Barker Peter = Do you see any "cans of worms" with this underline and strikeout verison? Thanks for your thoughts. Regards Deb 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 THE HONORABLE LAURA GENE MIDDAUGH SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING COUNTY ANS, LLC a Washington Limited Liability Company, Plaintiff, V. ROYAL HOSPITALITY, LLC, a Washington Limited Liability Company, correct: Defendant. No. 08-2-26522-6 KNT DECLARATION OF DEB BARKER I, DEB BARKER, declare under penalty of perjury that the following is true and 1. I am over the age of eighteen and competent to testify in the matters as set i �l71i��� 2. I am employed as a Senior Planner with the City of Federal Way. My responsibilities include, but are not limited to, reviewing development applications to ensure consistency with Federal Way Code requirements. DECLARATION OF DEB BARKER —1 69024-0001 /LEGAL14766048.1 Perkins Coie LLP 1201 Third Avenue, Suite 4800 Seattle, WA 98101-3099 Phone: 206.359.8000 Fax: 206.359.9000 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 3. I reviewed the site plan application submitted by Abbott Heyes and Associates on September 21, 2007. The site plan application proposed a 143 room hotel located at 31720 Gateway Boulevard South, Federal Way, WA 980603. 4. During my review, the applicant submitted a recorded shared parking agreement [WHAT I&THE OFFICIAL TITLE OF THIS DOCUMENT? IN CONDITION #8 IT APPEARS TO BE REFERENCED AS AN EASEMENT] and asserted that the parking for the hotel would be shared amongst the other Parcels governed by the parking agreement. The applicant also submitted a Heath and Associates parking study that found that 109 parking stalls would be adequate to meet the parking needs of the hotel as provided under Federal Way City Code. 5. While the application was under review we received letters from Bill An and his attorney on behalf of ANS, LLC asking us to deny the site plan application because they felt it violated parking provision contained in the shared parking agreement. 6. On August 8, 2008, the City of Federal Way approved the site plan application with a number of conditions. A true and correct copy of the conditional approval is attached as Exhibit A. That decision has not been appealed and the time to appeal has expired. Condition #7 states, "Prior to issuance of certificate of occupancy, the applicant shall verify that assumptions from the Heath and Associates parking study are met, including written confirmation from the hotel owner of permanent transit and airport shuttle service." Condition #8 states, "Prior to issuance of certificate of occupancy for proposed development, the applicant shall amend the nonexclusive parking easement to include lots associated with the new hotel development to the satisfaction of the city, and shall provide the city with a recorded copy of the modified easement." [DOUBLE CHECK THAT THESE ARE EXACT QUOTES] Perkins Coie LLP DECLARATION OF DEB BARKER — 2 1201 Third Avenue, Suite 4800 Seattle, WA 98101-3099 Phone: 206.359.8000 69024-0001 /LEGAL14766048.1 Fax: 206.359.9000 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Executed this day of October, 2008 in Federal Way, Washington. DECLARATION OF DEB BARKER — 3 6902 4-0001 /LEGAL 14766048.1 I11 W: :- CAM: Perkins Coie LLP 1201 Third Avenue, Suite 4800 Seattle, WA 98101-3099 Phone: 206.359.8000 Fax: 206.359.9000 Smith Alling Lane A Professional Services Corporation Attorneys at Law 1102 Broadway Plaza, #403 Tacoma, Washington 98402 Tacoma: (253) 627-1091 Seattle: (425) 251-5938 Facsimile: (253) 627-0123 Ms. Deb Barker, Senior Planner Planning and Land Use Department 33325 8th Ave. South Federal Way, WA 98003 Mr. Greg Fewins, Director Community Development Services 33325 8th Ave. South Federal Way, WA 98003 Re: Ans, LLC Dear Ms. Barker and Mr. Fewins: RECEIVED P� COMMUNITY DEVELOPME EPARTMENT Douglas V. Alling 0 C T 14 Z009 Grant B. Anderson Mark B. Anderson (Also admitted in Alaska) Paul E. Brain Joseph R. Cicero (1957-2001) Barbara A. Henderson Edward G. Hudson Edward M. Lane (1928-2006) Michael E. McAleenan Robert L. Michaels Daniel C. Smith (1916-2005) Russell A. Knight October 9, 2009 I am the attorney for Ans, LLC, which is the owner of Lots 1, 2, 3 and 4 of the Gateway Center, and Bill An, who is the declarant under the CC&R's for the Gateway Center. I have recently reviewed Mr. Fewins' letter of August 8, 2008, which states in part: "Prior to issuance of certificate of occupancy for proposed development, the applicant shall amend the nonexclusive parking easement to include lots associated with the new hotel development to the satisfaction of the city, and shall provide the city with a recorded copy of the modified easement." I am enclosing a copy of the August 8, 2008 letter. Because the parking issue involves properties owned and controlled by my clients, we are requesting that you identify or describe what amendments to the nonexclusive parking easement you are requesting the parties to enter into. Under the present circumstances, it is important.for my clients to understand what the requirements are for the Hampton Inn and the Gateway Center. Please advise what amendments are contemplated by the City. Very truly yours, Dictated and Mailed without Review to Avoid Delay Douglas V. Alling DVA:sl cc: Client A1rIANQA 4.4.21.7090711 - User Deb Barker Signed on to Amanda L�JULJ M 0 E x T d A % Z t I I K M 9 ! M :] D } 9 Dose LWae MA Al oelve P!Dk Aocw RwWwe D64 a.9 5a oaf To-oou6i Ad=4v Repws Foy rvvrr, wevma W -W Akarhrnent I folderProperty (2) I People (8) ! Info (83)1 Fixture (3l0) I FW,:harge (11) I Process (20) Dxunent (15) I File (1)1 Inspeclon Req Camrr[er usage (2) Fofder# Ref. I Gen. Yr. Sequence Rev. Fire Safety and Evacuation Plans shall be submitted to the South King Fire and Rescue prior to rtificate of occupancy. For question contact Chris Ingham South King Fire at 253-946-7248. Prior to certificate of occupancy, a boundary line adjustment (BLA) application that relocates or minates the internal property line shall be prepared by the applicant and submitted for review and proval by the City and recorded at King County at the expense of the applicant. Priorto issuance of certificate of occupancy, the applicant shall verify that assumptions from the path and Associates parking study are met, including written confirmation from the hotel owner of rmanent transit and airport shuttle service. If these assumptions are not verified, then additional rking shall be required to meet intent of FWCC, in this case a total of 143 parking stalls. Prior to issuance of certificate of occupancy for proposed development, the applicant shall amend the nexciusive parking easement to include lots associated with the new hotel development to the tisfaction of the city, and shall provide the city with a recorded copy of the modified easement. Prior to final inspection, a landscaping inspection shall be conducted to ensure conformance with the proved landscape plan. Contact Deb Barker at 253-835-2642 to schedule this inspection. it TecImical Review. =, Indicators Netbon UM Typr Vni[ 1�I�O Yniatians r Lol0 Propert';ROW 1fi 2!999&V I6'2,M Parent - BEG SW CCR roidetUm Child r. �— Due Expires ;Dec 19, 2008 Final Date I� Priority f ft hotel, including lobby.143 guest ronms, guest serices, 2008100936000 00 CR f knee mg rooms, In encr services, an pan n re deferred). Plumbing, mechanical, electrical, and pool all _12008103631000 00 CO to be deferred submittals. J 2008103811000 00 DP 2008105026 000 00 SW [] l316 Cornditious I1. Fire Safety and Emu ation Flans shall be soInn itted to tha South King Fire and Rescue prior to -- eMcate of occupancy. For question contact Chris Ingham South KIDg Fire at253.946.7248. �. Prior to certificate of occupancy, a boundary fine adjustment (B1A) application that relorates or Wiwizmrps rho inimnal rirnuetty line shall fie nrermrP.d frvrfle applicant and cuhmiitPd fir review and i , l Group JPermits ParentRSl3 88545 FolderRSN 90129 J (: List View !' Related View Copy! Create Child 2!e jss lssue/AAprcvti pInr Re-Defsuh {� Show no. of rows on tabs 20 Ro+vs Returned as start W E 0 Ifl lobo•- Nlrtd !,1AMANDA4.4.:1... r' d . r- 3:02Pm. _ -I I rAd A,- 41kCITY OF 400':ttt=;P Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81' Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835 2607; Fax 253-835 2609 www. citvoffederalway.com TRAFFIC MITIGATION FEES Name of Project: HAWTON INN & SUITES Permit #: 07-106838-00 Project A ddress: 31720 Gateway Boulevard S TaxParcei(s) #. 926503-0055 Applicant (payingfee): Royal Hos italic Address. 8255 1541h Avenue SE; Newcastle, WA 98059 Traffic Engineer. Sana eev Tandle TotalAmount Collected. $345,884.00 Receipt Number: 04-2068 Date Collected. 7/31/09 FEES COLLECTED Type of Impact Mitigated Type of Project/ # of Lots Amount Received Location/ Park Area Management Services Account Quadrant Account Streets/Traffic See Attached $345,884.00 306-0000-000-345-85-000 8035 Copy to: Management Services (Tho) ❑ Development Services (Kevin) ❑ Streets (Marwan) ❑ Planner (Deb) *Always give a copy of this completed form to Management Services. Hampton Inn & Suites 7/31/09 INVOICE City of Federal Way CITY or -Invoice Date: January 6, 2009 P.O. Box 9718 Federal Way, WA 98063-9718 Federal WayBill #: 137446 Ph: (253) 835-7000 Permit#: 07-106838-00 Project Name: HAMPTON INN & SUITES Site Address: 31720 GATEWAY BLVD S Applicant Name: ED ABBOT, AIA - ARCHITECT *ED ABBOT x FEE DESCRIPTION AMOUNT PW MITIGATION FEES - 141(8035-141)................................ $2,276.00 306-4400-141-345-85-000 PW MITIGATION FEES - 142(8035-142)................................ $1,200.00 306-4400-142-345-85-000 PW MITIGATION FEES - 143(8035-143)................................ $30,429.00 306-4400-143-345-85-000 PW MITIGATION FEES - 148(8035-148)................................ $978.00 306-4400-148-345-85-000 PW MITIGATION FEES - 150(8035-150)................................ $184,143.00 306-4400-150-345-85-000 PW MITIGATION FEES - 102(8035-102)................................ $1,201.00 306-4400-102-345-85-000 PW MITIGATION FEES - 131(8035-131)................................ $34,699.00 306-4400-131-345-85-000 PW MITIGATION FEES - 135(8035-135)................................ $823.00 306-4400-135-345-85-000 PW MITIGATION FEES - 138(8035-138)................................ $130.00 306-4400-138-345-85-000 PW MITIGATION FEES - 139(8035-139)................................ $20,459.00 306-4400-139-345-85-000 PW MITIGATION FEES - 151(8035-151)................................ $121.00 306-4400-151-345-85-000 PW MITIGATION FEES - 152(8035-152)................................ $3,504.00 306-4400-152-345-85-000 PW MITIGATION FEES - 154(8035-154)................................ $10,279.00 306-4400-154-345-85-000 PW MITIGATION FEES - 157(8035-157)................................ $406.00 306-4400-157-345-85-000 PW MITIGATION FEES - 159(8035-159)................................ $17,830.00 306-4400-159-345-85-000 PW MITIGATION FEES - 161(8035-161)................................ $5,629.00 306-4400-161-345-85-000 PW MITIGATION FEES - 166(8035-166)................................ $7,135.00 306-4400-166-345-85-000 PW MITIGATION FEES - 168(8035-168)................................ $8,730.00 306-4400-168-345-85-000 PW MITIGATION FEES - 170(8035-170)................................ $3,363.00 306-4400-170-345-85-000 P. O TOTAL DUE: $345,884.00 FEE DESCRIPTION AMOUNT PW MITIGATION FEES - 17.1(8035-171)................................ $12,549.00 306-4400-171-345-85-000 TOTAL DUE: $345,884.00 CITY OF - y� Federal Way DATE: October 16, 2008 TO: Kevin Peterson FROM: Deb Barker MEMORANDUM Community Development Services Department SUBJECT: HAMPTON INN & SUITES - (07-106838-00-MF) — Route Option B 31720 GATEWAY BLVD S Attached is an Option B that would be constructed at the south end of the site should the applicant not be able to come to agreement with neighbors about off -site work. Option B depicts all work at the south end of the site FULLY on the subject site. Let me know if you have any questions. Thanks PROPOSED o \\ NEW CURB � ° f ,1 a EXISTING CURB TO"REMAIN XISTING ON SITE Q CURB AND ,: 'his' ;. ° ASPHALT TO BE ` REMOVED l 1 SAWCUT AND REMOVE EXISTING CURBING AND " ` ASPHALT ON -SITE AND • CONSTRUCT NEW CURB A TYING INTO EXISTING • CONFIGURATION TO MATCH AT PROPERTY LINE p NEW CURBING TO 1 TIE INTO EXISTING EXISTING ONSITE ' CURB AND y ASPHALT TO BE REMOVED NOTE: SEE LANDSCAPE r, f PLAN Ll FOR LAWN �►� RESTORATION NOTES .y • . ' �,� TOP OF RETAINING WALL SET TO MATCH .ADJACENT �s ,; •� �� GRADE (HEIGHT WILL VARY. MAX 3TALL) C a ° . EXHIBIT- C06.1 1 RECONSTRUCTION OF NEW CURB AT PROPERTY LINE n 10-14-2008 RE SUBMITTED OCT 1 5 2008 OK CITY OF FEDERAL WAY BUILDING DEPT. ' dk Ok CD 'a x Hampton Inn & Suites 31626 28th Avenue So. 4., Federal Way, WA 5.0 cc) CD Deb Barker From: Cooke, John T. (JT) (Perkins Coie) [JCooke@perkinscoie.com] Sent: Wednesday, October 15, 2008 9:01 AM To: Deb Barker Subject: ANS, LCC v. Royal Hospitality Attachments: Declaration of Deb Barker.DOC Hi Deb, Thank you again for taking the time to put together a declaration. As we discussed over the phone ANS, LLC filed a lawsuit seeking to enjoin the construction of the hotel. They filed a motion for a preliminary injunction which we successfully defeated earlier this month. During that argument, however, the attorney for ANS stated to the Court that the City treated the parking for the hotel (Lots 5 and 8) as exclusive to the hotel only. In other words, that it would not be shared with the rest of the Center. I told the Court that this was not the case and pointed to your site plan approval (condition 8) which made it clear that the City considered that the parking on Lots 5 and 8 would be shared. We plan on filing a motion to have the lawsuit dismissed shortly. While the approval makes it clear, at least in my mind, that the City did consider that the parking for the hotel would be shared, I thought a declaration to that effect would resolve any ambiguity. Per our conversation I have taken the liberty of starting a draft declaration for you based on my understanding of the events. Please review this with your City Attorney and make any changes you feel are necessary. If you or your city attorney have any questions please do not hesitate to contact me. <<Declaration of Deb Barker.DOC>> Finally, on another note, I am aware that the permits Royal Hospitality has acquired or is about to acquire have time limits. The present litigation prevents Royal Hospitality from moving forward with construction. While we are confident in our case, there is always a possibility that a judge or jury might disagree and thus, the risk of commencing construction is too great. I understand that the deadlines are tolled if the permit is appealed. It seems to me that this type of situation, although it does not involve a direct appeal of a permit, would fall under such a scenario. Are you able to confirm that? Thanks again. JT Cooke Perkins Coie LLP 1201 Third Avenue, Suite 4800 Seattle, WA 98101-3099 Direct: (206) 359-8368 Fax: (206) 359-9368 NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. 1 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES '�� RESUBMITTED 33325 8`" Avenue South CITY OF PO Box 9718 Federal Way,.,2°08Federal Way ax 98835-9718 2609253-835-2607;Fax 253-835-2609 FEDERAL. WAY www.cita_affedcralway.com BUILDING DEP-T. RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals "Please note: Additional orrevised plans or documents foran active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the con-ectnumberofcopies will be returned ordiscarded. You are encouraged to submitall items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. " Project Number: Project Name: Project Address: Project Contact: f Phone: 2 2, d Z- RESUBMITTED ITEMS: #of Copies** Detailed Description of Item �I 1 1 ► 1LtffiAMOW.0-0 " " Always submit the same number of copies as required for your initial application.** Resubmittal Requested by: Letter Dated: a r 19 I� OFFICE USE ONLY RESUB #.- Dishibution Date: By. Dept/Div Name # Description Building�- Planning„ PW " 1 ) Fire` Other Bulletin # 129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information October 10, 2008 Ms. Deb Barker, Senior Planner City of Federal Way Community Development Services Department PO Box 9718 Federal Way, WA 98063-9718 Re: Permit #07-106838-00-MF; Response to Planning Department Comments Hampton Inn & Suites; 31720 Gateway Blvd. South, Federal Way Dear Ms. Barker: Architecture Interior Design Please find below our responses to the architectural items noted in your plan review letter dated September 22, 2008. For your reference a copy of your letter is attached. Revisions to the architectural Site Plan, sheet AS-1, have been clouded and denoted with a number 3-delta symbol. Responses to civil and landscape issues are addressed separately and included in this resubmittal package. Revisions to Architectural Site Plan, sheet AS-1: o, ! ' 1N a✓ A~P%WJ-r'• (' uize C*4w %Ct= v. 1. The new door will be used for exiting only and is not an entrance, employee or otherwise. Also, for purposes of security it would not be beneficial to call attention to the door. In a telephone conversation on September 30, 2008 with Scott Caver, Project Designer the above design intent was made known to you. In response you indicated that vegetation planted to screen the door would be acceptable in lieu of the requirements in FWCC Section 22-1638 (3)(a). Please refer to the revised Planting Plan, sheet L-1. 2. The egress walkway has been revised to run parallel with the site contours. 3. The egress walkway does not require handrails. If you have any further questions regarding any part of this project, I can be reached via: Telephone: (206) 285-1224 x102; E-mail: edCa�aha-arch.com Or contact Scott Caver, Project Designer: Telephone: (206) 285-1224 x107; E-mail: scottcra?aha-arch.com Sincerel 1�� RESUBMITTED Ed Abbott, AIA OCT 13 2008 Project Architect/President CITY BUILDING WAY ILD NG DEPT. U 0 1221 2nd Ave. Suite 300 Seattle, Wa 913101 fax 2B5-93BB 20B-2B5-1224 0 1% DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES RESUBMITTED 33325 8`h Avenue South f CITY OF PO Box 9718 Federal Way WA 98063-9718 Federal WayQ �T � � 2°�� 253-835-2607;Fax 253-835-2609 }TY OF FEDERAL WAY ��'��w-citvoffederalway.com BUILDING DEPT. RESUBMITTAL INFORMATION This completed form MUST accompany al/ resubmitta/s. "Pleasenote.- Additional or re vised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: Project Name: -ELLMP66,,7�-VL K- av_t + Project Address: �] 1120 —G Gj6U Project Contact: Phone: (2/v) _Z�31v RESUBMITTED ITEMS: # 015 �orles Detailed Description of Item EI ER rJrm ALI .�� ** Always submit the'same number of copies as required for your initial application.** Resubmittal Requested by: Letter Dated 8 er �w vok"i; FilI �WA OFFICE USE Oft Y RESUB #.- 72 Distribution Date.• Dept/Div Name # Description Buildin Plannin I PW / l Fire (' / Other Bulletin #129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information RESUBMITTED OCT 13 2008 Glenn Takagi CITY OF FEDERAL WAY — Landscape Architect RI III nINC, FPT- RESPONSE MEMORANDUM Date: 10 October2008 Project: Hampton Inn & Suites Permit #07-106838-00-MF 31720 Gateway Blvd. South, Federal Way, WA RE: Response to PLANNING DEPARTMENT COMMENTS dated 9.22.08 (Deb Barker) Landscape Plan West Fagade- I previous expressed concern about the scale of the foundation landscaping along the west side of the building. The narrow point of this foundation landscaping... Beds widened to allow for addition of more/ larger stature plants. Beds were re -worked and additional Garrya, Hinoki Cypress and Magnolias added. Position of one lawn tree shifted along grid towards sidewalk. Realignment of sidewalk suggested revised plantings. 2. Heftier shrubs must be added to the foundation landscaping along the west side... Additional shrubs added. See also above. 3. As previously noted, shrubs must be added to the interior parking lot landscape islands... Plants layouts revised to accept additional shrubs. Landscape Architect has some concern regarding adding shrubs to the end of parking islands because of visibility issues. 4. Shrubs screening the trash/ recycle enclosure must be a minimum of 24 inches... West side shrubs changed, Epimedium added as underplanting. S. There are two different sizes of Dwarf Boxwood listed on the plant schedule... Additional notes added to Plan. 6. The symbols for the dwarf fountain grass and the Creeping Mahonia are too similar... Texture mapping revised. 7. Add Yucca f. `Golden Sword' to plant list. 8. Is there any other material proposed in the pot to edge the Yucca? Clarify the number... Yucca will be planted by itself, one each pot (two total). At this time, these are the only Pots planned for entryway. Irrigation Plan does show bubbler heads (1 each pot) located in pots. No special maintenance required. page 1 of 2 18550 Firlands Way North #102 9 Shoreline, WA 98133-3917 ■ (206)542.6100 • glenco1029@earthlink.net RESPONSE MEMORANDUM Project: Hampton Inn & Suites Permit #07-106838-00-MF 31720 Gateway Blvd. South, Federal Way, WA RE: Response to PLANNING DEPARTMENT COMMENTS dated 9.22.08 (Deb Barker) 9. Please add the statement, `Deciduous trees shall be a minimum of 1.5 inches measured... Note in Plant Schedule references the American Standard for NurseryStock publication which is `trade reference' for grading, measuring and specifying trees, shrubs and groundcover plant material. Tree size comment is consistent with publication. 10. Groundcover does not appear to be proposed in the majority of the planting beds... Spreading Yew and Epimedium spacings have been `tightened up' in areas where they are designed to function as a groundcover. Spreading Yews can reasonably be expected to reach a min. 2' height and 8' diameters. New spacing shows 2-gallon plants at approx. 36" on center. Epimediums will grow a minimum of 18" in height and a single 1-gallon plant will easily attain a 3' diameter. Plant spreads/ colonizes by `root running'. Plan shows 1-gallon plants set at approx. 32"-36' centers. 11. Add a `P' to those perennials that are not being used to meet the FWCC perimeter... All plants are selected and placed to fulfill FWCC standards and create an interesting composition to present the project to the user and Public. 12. To achieve full coverage, groundcover should be planted in a triangular pattern... Detail added. 13. Identify the tree behind the generator. Tree is a continuation of the row of Magnolias. End of Response Memo page 2 of 2 18550 Firlands Way North #102 a Shoreline, WA 98133-3917 e (206)542.6100 ■ glenco1029@earthlink.net TRANSMITTAL LETTER PROJECT NAME: Hampton Inn & Suites ADDRESS: 31720 Gateway Blvd., South Federal Way, WA 98063 TO: City of Federal Way Dept of Community Development Services PO Box 9718 Federal Way, WA 98063-9718 ATTN: Deb Barker WE TRANSMIT: Architecture Interior Design ARCHITECT'S PROJECT NO: 0616 DATE: 10.13.08 If enclosures are not as noted, please inform us immediately. If checked below, please: ❑ Acknowledge receipt of enclosures ❑ Return enclosures to us. 0 herewith ❑ under separate cover via ❑ in accordance with your request FOR YOUR: ® approval ❑ distribution to parties ❑ information ® review and comment ® record ❑ use ❑ THE FOLLOWING: ® Drawings ❑ Shop Drawing Prints ❑ Samples ❑ Specifications ❑ Shop Drawing Reproducibles ® Letter ❑ Change Order ❑ Permit Review Set COPIES DATE REV. NO. DESCRIPTION CODE 1 - Resubmittal Information Form 1 10.10.08 Response Letter from Abbott Heys & Associates 5 10.10.08 Revised sheet AS-1, Architectural Site Plan E 1 10.10.08 Response Letter from Glenn Takagi, Landscape Architect 5 10.10.08 Revised Landscape Drawings, sheet L1 E 1 10.10.08 Response Letter from Pacific Engineering Desi n 5 each 10.10.08 Revised Civil Drawings, sheets CO3 & C06 E ACTION A. Action indicated on item transmittal ll. ror signature and torwardmg as noted below CODE B. No action required under REMARKS C. For signature and return to this office E. See REMARKS below The attached drawings, Project # 07-106838-00-MF, are submitted for your review. Please contact me at 206.285.1224 x107 if you should have questions or require additional information. you, RESUI3MITTED OCT 13 2008 ver Project Designer CITY OF FEDERAL WAY BUILDING DEPT. 1221 21-d Avenue. Suite 300. Seattle. WA 9B101 fax 2B5-93BB 20B-2B5-1224 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 RECEIVED B COMMUWYDEEE PME TT DEPARTMENT SEP 1 0 2008 THE HONORABLE LAURA GENE MIDDAUGH SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING COUNTY ANS, LLC a Washington Limited Liability Company, Plaintiff, V. ROYAL HOSPITALITY, LLC, a Washington Limited Liability Company, Defendant. TO: All Counsel of Record No. 08-2-26522-6 KNT NOTICE OF APPEARANCE AND TO: The Clerk of the above -entitled Court PLEASE TAKE NOTICE of the appearance in this litigation of The Boeing Company, by and through the undersigned counsel. Copies of all documents and pleadings with regard to this litigation, with the exception of original process, are to be served on the undersigned counsel. NOTICE OF APPEARANCE — 1 69024-0001 /LEGAL 146472 86.1 Perkins Coie LLP 1201 Third Avenue, Suite 4800 Seattle, WA 98101-3099 Phone: 206.359.8000 Fax: 206.359.9000 rnD` 11 1 2 3 4 5 6 7 8 9 to 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 DATED: September 8, 2008 PERKINS COIE LLP B)< John T. Cooke, BA N& JCooke a@per scoie.com 1201 Third Ave ue, Suite 4800 Seattle, WA 98101-3099 Telephone: 206.3 5 9.8000 Facsimile: 206.3 5 9.9000 Attorneys for Defendant Royal Hospitality, LLC Perkins Coie LAP NOTICE OF APPEARANCE — 2 1201 Third Avenue, Suite 4800 Seattle, WA 98101-3099 Phone: 206.359.8000 Fax: 206.359.9000 69024-000 nEGAL 14647286.1 1 2 3 . _. _.... A--q 51 61 7' 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RECE V E KING CC)UNTY WASHINGTOt KNT DEPARTMENT O IN THE KING COUNTY SUPERIOR COURT IN AND FOR THE STATE OF WASff[NGTON ANS, LLC, ) W`a-hiugtoa Limited- Liability Company, ) Plaintiff, ) ROYAL HOSPITALITY, LLC, j A Washington Limited Liability ) Company, Defendants. 08-2726522-6ue 1 NO. COMPLAINT I OR LNJLNCTiVE RELIEF, BREACH OF RESTRICTIVE COVENANTS AND DAMAGES COMES NOW ANS, LLC, hereinafter referred to as "ANS", by and through their undersigned counsel and alleges and complains as follows: l.) That ANS is a Washington Limited Liability Company with its principal place of business in Auburn, Washington. ANS has paid all fees and fulfilled all requisites to suit in this matter. ANS is the owner in fee of the real property legally described in Exhibit "A'.' hereto and incorporated by this reference. 2.) That defendant ROYAL HOSPITALITY, hereinafter referred to as "ROYAL" upon information is now and was at all times relevant hereto a Washington Liability Company. That defendant ROYAL is the owner in fee of the property legally described in Exhibit `B" hereto and incorporated by this reference, LAW OFFICE OF PETER J- NJC140LS, P.S.. 2611 NE 113TH 9TREUF Sun,E 300 SEATrLE, WASH[NGTON 981?5 (206) 440-W79 S E RV I C PE 211 31 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3.) That the real property that is the subject of this lawsuit is located in King County, Washington. That the parties are subject to the jurisdiction of this Court. 4.) -That the real property described in Exhibits "A" and "B" are subject to a Declaration of Easements and Restrictive Covenants, which was recorded October 105 1989; grid is hezeinaffet 5.) The Declaration contains requirements and conditions fox the relocation, expansion and modification or relocation of the patleing stalls on the property. Defendant is attempting to develop or otherwise construct improverraeats on the property legally described in Exhibit "B" iri violation of The Declft aCioff:''That-,if'the Mfendant begin-, to -build. in violation of the The Declaration Ans will suffer immediate and continuing damages in an amouni not known now but to be proven at trial. 6.). That defendants have obtained a building permit for their improvements from the City of Federal Way and are going forward with their construction. The Declaration grant the ANS the right to seek injunctive relief to enforce the covenants therein. TIIEREFoRE, ANS PRAY FOR THE FOLLOWING RELIEF: 1.) That the Court issue an order directing that ROYAL comply with the Declaration's parking requirements. 2.) Mat the Court issue an injunction against ROYAL prohibiting any construction until it satisfies the Court that it has complied -with the parking requirements. 3.) That the Court award ANS. damages against ROYAL in an amount to be proven at trial. 4.) That the Court award ANS its attorneys fees and costs associated with enforcing the covenants as provided for in the Declaration. LAW OFFICE of; PErER J. NICHOLS, P.S. 2.o11 NE 113TH S-MEL'r SvtrE 300 SEAT7L6, WASUENGTON 98125 MOTIONS PROCEDURES-, A. Notin of Motions Dispositive Motions: All Summary Judgment or other motions that dispose of the case in whole or in part will be hoard with oral argument before the assigned judge. The moving party must arrange with the courts a date and time for the hearing, consistent with the court rules. King County Local Rule 7 and King County Local Rule 56 govern procedures for all summary judgment or other motions that dispose of the case in whole or in part. The local rules can be found at www.metrokc.gov/kcscc. Nondispositive Motions: These motions, which include discovery motions, will be ruled on by the assigned judge without oral argument, unless otherwise ordered. All such motions must be noted for a date by which the ruling is requested; this date must likewise conform to the applicable notice requlroMents. lather than rioting a time of day, the Note for Motion should State "Without Oral Argument." Ding County Locale Rule 7 governs these motions, which Include discovery motions. The local rules can be found at www.metrokc.gov/kcscc. Lotions in Family Law Cases not involving children: Discovery motions to compel, motions in limine, motions relating to trial dates and motions to vacate judgments/dismissals shall be brought before the assigned judge_ All other motions should be noted and heard on the Family Law Motions Calendar_ King County Local Rule 7 and Icing County Family Law Local Rules govern these procedures. The local rules can be found at www.metrokc.gov/kcacc- Emergency Motions: Emergency motions will be allowed only upon entry of an Order Shortening Time. However, emergency discovery disputes may be addressed by telephone call, and without written motion, if the judge approves. Filing of Documents All original documents must be filed with the Clerk's Office. The working copies of all documents in support or opposition must be marked on the upper right comer of flee first page with the date of consideration or hearing and the name of the assigned judge. The assigned judge's wonting copy must be delivered to his/her courtroom or to the judges' mailroom. Do not file working copleS with the Motions Coordinator, except those motions to be heard on the Family Law Motions Calendar, in which case the working copies should be filed with the Family Law Motions Coordinator. Original Proposed Order- Each of the parties must include in the working copy materials submitted on any motion an original proposed order sustaining his/her side of the argument Should any party desire a copy of the order as signed and filed by the judge, a preaddressed, stamped envelope shall accompany the proposed order, Presentation of Orders. All orders, agreod or otherwise, must be presented to the assigned judge. If that judge is absent, contact the assigned court for further instructions. If another judge enters an order on the case, counsel is responsible for providing the assigned judge with a copy. Proposed orders finalizing settlement and/or dismissal by agreement of all parties shall be presented to the assigned judge or in the Ex Parte Department. Formal proof in Family Law cases must be scheduled before the assigned judge by Contacting the bailiff, or formal proof may be entered ire the Ex Parte Department. IF final orders and/or formal proof are entered in the Ex Parte Department, counsel is responsible For providing the assigned judge with a copy. C. j_grm: Memoranda/briefs for matters heard by the assigned judge may not exceed twenty four (24) pages for dispositive motions and twelve (12) pages for nondispositive motions, unless the assigned judge parmits over -length memoranda/briefs in advance of filing. Over -length memorandalbriefs and motions supported by such memorandalbriefs may be stricken_ IT IS SO ORDERED. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS ORDEk MAY RESULT iN DISMISSAL OR OTHER SANCTIONS. PLAINTIFF/PETITIONER SHALL FORWARD A COPY OF THIS ORDER AS SOON AS PRACTICABLE TO ANY PARTY WHO HAS NOT RECEIVED THIS ORDER. PRESIDING JUDGE Iv_ ORDER ON CIVIL PROCEEDINGS FOR ASSIGNMENT TO JUDGE READ THIS ORDER PRIOR TO CONTACTING YOUR ASSIGNED JUDGE This case is assigned to the Superior Court Judge whose name appears in the caption of this Schedule_ The assigned Superior Court Judge will preside over and manage this case for all pre-trial matters. COMPLEX LITIGATION: If you anticipate an unusually complex or lengthy trial, please notify the assigned court as soon as possible_ The following procedures hereafter apply to the processing of this case: APPLICABLE RULES: a. Except as specifically modified below, all the provisions of King County Local Rules 4 through-26 shall apply to the processing of civil cases before Superior Court Judges. CASE SCHEDULE AND REQUIREMENTS: A. Shaw Cause Hearing. A Show Cause Hearing will be held before the Chief Civil/Chief RJC judge if the case does not have confirmation of service on all parties, answers to all claims, crossclaims. or counterclaims as well as the confirmation of joinder or statement'of arbitrability filed before the deadline In the attached case schedule. All parties will receive an Order to Show Cause that will set a specific date and time for the hearing_ Parties and/or counsel who are required to attend will be named in the order. B. Pretrial Carder: An order directing completion of a Joint Confirmation of Trial Readiness Report will be mailed to all parties approximately six (6) weeks before trial This order will Contain deadline dates for the pretrial events listed in King County Local Rule 16: 1) Settlement/Mediation/ADR Requirement; 2) Exchange of Exhibit Lists; 3) Date for Exhibits to be available for review; 4) Deadline for disclosure of witnesses: a) Deadline for filing Joint Statement of Evidence; 6) Trial submissions, such as briefs, Joint Statement of Evidence, jury instructions; 7) voir dire questions, etc, 8) Use.of depositions at trial: 9) Deadlines for nondispositive motions; 10) Deadline to submit exhibits and procedures to be followed with respect to exhibits; 11) Witnesses -- identity, number, testimony- C. Joint Confirmation niga:rding Trial Re din s Report: No later than twenty one (21) days before the trial date, parties shall complete and file (with a copy to the assigned judge) a joint confirmation report. setting forth whether a jury demand has been filed, the expected duration of the trial, whether a settlement conference has been held, and special problems and needs (e_g. interpreters, equipment), ett. If parties wish to request a CR 16 conference, they must contact the assigned court. Plaintiff/petitioner's counsel -is responsible for contacting the other parties regarding said report. D. Settlement/Mediation/ADR: 1) Forty five (46) days before the Trial Date, counsel for plaintiff shall submit a written settlement demand. Ten (10) days after receiving plaintiffs written demand, counsel for defendant shall respond (with a counteroffer, if appropriate). 2) Twenty eight (28) days before the Trial Date, a settlement/mediationlADR conference shall have been held. FAILURE TO COMPLY WITH THIS SETTLEMENT CONFERENCE REQUIREMENT MAY RESULT IN SANCTIONS. E. Trial: Trial is scheduled for 9:00 a.m_ on the date on the Schedule oras soon thereafteras convened by the court. The Friday before trial, the parties should access die King County Superior Court website at www_metrokc,govlKcsc to confine trial judge assignment_ Information can also be obtained by calling (206) 205-5984, 0,8 n Ph rho N �J IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON IN AND FOR THE'COUNTY OF KING ANS, LLC vs ROYAL HOSPITALITY Plaintiff(s) NO. 08-2-26522-6 KNT Order Setting Civil Case Schedule ('ORSCS) ASSIGNED JUDGE Middaugh 26 FILE DATE: 08/06/2008 TRIAL DATE: 01/25/2010 A civil case has been filed in the King County Superior Court and will be managed by the Case Schedule on Page 3 as ordered by the King County Superior Court Presiding Judge. I. NOTICES NOTICE TO PLAINTIFF: The Plaintiff may serve a copy of this Order Setting Case Schedule (Schedule) on the Defendant(s) along with the Summons and Complaint/Petition. Otherwise, the Plaintiff shall serve the Schedule on the Defendant(s) within 10 days after the later of: (1) the filing of the Summons and Complaint/Petition or (2) service of the Defendant's first response to the Complaint/Petition, whether that response is a Notice of Appearance, a response, or a Civil Rule 12 (CR 12) motion. The Schedule may be served by regular mail, with proof of mailing to be filed promptly in the form required by Civil Rule 5 (CR 5). "I understand that am required to give a copy of these documents to all parties in this case." Print Name Sign Name Order Setting Civil Case Schedule (*ORSCS) REV. 8107 1 KING COUNTY SUPERIOR COURT CASF. ASSIGNMENT DESIGNATION and CASE INFORMATION COVER SHEET Please check. cne category that best describes this case for indc,,inY purpose-5- JUDGMENT Confession of Judgment (IvtSC 2)*; --- ---- Judgtner�s;-A�'rotlzct�-0ussty�.absiFact (4HJ-2)--..---•.._.,.._... .. Judgment, Another Stato or Country (FJU 2) Tax Warrant (TAX 2) Transcript of Judgment (TRJ 2) PROPERTY RIGHTS Condemnation/Erniraent 17omsin (t (}N.2) foreclosure (FOR 2)* Land Use Petition (LUP 2)* Property Fairness (PPA 2)* Quiet Title (QTI 2)* Unlawful Detainer (UND 2) OTHER COMPLAINT/PETITION Action to Compel/Confirm Private Bindiztg Arbitration (MSC 2) Certificate of Rehabilitation (MSC 2) Change of Name (CHN 2) Deposit of Surplus Funds (MSC 2) Emancipation of Minor (BOM 2) Frivolous Claim of Lien (MSC 2) Injunction (INJ 2)* Interpicader (MSC 2) Malicious Harassment (MHA 2)* Non -Judicial Filing (MSC 2) Other Comp]aint/Petition(MSC 2)* Seizure of Property from the Commission of a Crime (SPC 2)* Seizure of Property Resulting from a Crime (SPR 2)* Structured Settlements (MSC 2)* Subpoena (MSC 2) PROBATE/Gl iA RD [ANSHIT Absentee (ABS 4) Disclaimer (DSC4) Estatt (EST 4) Foreign Will (FNW 4) Guardian (GDN4) Limited Guardianship (LGD 4) Minor Settlement (MST 4) 111oticuiD-Creditors - Only (NNi C 4) Trust (TRS 4) Trust Estate Dispute Resolution Act/POA (TDR 4) Will Only —Deceased (Wl,L4) x.QRT, Aa 9ESTOS Personal Inj ury-Schroeter Goldmark (PIN 2)* Personal Injury- Other (PIN 2) Wrongful Death- -Schroeter Goldman: (WDE 2)* Wrongful Death- Other (WDE 2) TORT, MEDICAL MALPRACTICE Hospital (MED 2)* Medical Doctor (MED 2)* Other Health Care Professional (MED 2)* TORT, MOTOR VEHICLE Death 9MV 2)* Non -Death Injuries (TMV 2)* Property Damage Only (TMV 2)4 Victims Vehicle Theft (V VT 2)* TORT, NON -MOTOR VEHICLE Implants (PIN 2) Other Malpractice (MAL 2)* Personal Injury (PIN 2)* Products Liability (TTO 2)r Property Damage (PRP 2)s Property Damage -Gang (PRG 2)* Tort, Other (TTO 2)* WRIT Habeas Corpus (WHC 2) Mandamus (WRM 2)** Review(WRV 2)** * The filing party will be given an appropriate wise schedule az time of filing. "Cast; schedule %it) be Issued after hearing and findings- 11. CASE SCHEDULE DEADLINE or Filing CASE EVENT EVENT DATE Needed Case Filed and Schedule issued. Wed 08/06/2008 Confirmation of Service [See KCLR 4.1]. Wed 09103/2008 Last Day for Filing Statement of Arbitrabiiity without a Showing of Good Wed 0 /14/2009 � Cause for Late Filing [See KCLMAR 2.1(a) and Notices on Page 21. $220 arbitration fee must be paid DEADLINE to file Confirmation of Joinder if not subject to Arbitration. Wed 01/ 4/2009 [See KCLR 4.2(a) and Notices on Page 2]. Show Cause hearing will be set if Confirmation is not filed or Box 2 is checked. DEADLINE for Hearing Motions to Change Case Assignment Area. Wed 01/2812009 [See KCLR 82(e)] DEADLINE for Disclosure of Possible Primary Witnesses Mon 08 2412059 [See KCLR 26(b)]. DEADLINE for Disclosure of Possible Additional Witnesses Mon 10/05/2009 See KCLR 26(b)]. DEADLINE for Jury Demand [See KCLR 38(b)(2)1. Mon 1011912009 DEADLINE for Setting Motion for a Change in Trial Date Mon 10/19/2009 [See KCLR 40(e)(2) . DEADLINE for Discovery Cutoff [Sed KCLR 37(g)]. Mon 12107/2009 DEADLINE for Engaging in Alternative Dispute Resolution [See KCLR Mon 12/28/2009 16(c)]. DEADLINE for Exchange Witness & Exhibit Lists & Documentary Exhibits Mon 01/04/2010 [See KCLR 16(a)(4)]. DEADLINE to file Joint Confirmation of Trial Readiness Mon 01/04/2010 See KCLR 16(a)(2)] DEADLINE for Hearing Dispositive Pretrial Motions [See KCLR 56, CR 561. Mon 01/11/2010 Joint Statement of Evidence [See KCLR ? 6(a)(5)]• jue 01 19/2010 Trial Date [See XCLR 401. Mon 01/25/2010 Ill. ORDER Pursuant to King County Local Rule 4 [KCLR 4], IT IS ORDERED that the parties shall comply with the schedule listed above. Penalties, including but not limited to sanctions set forth in Local Rule 4(g) and Rule 37 of the Superior Court Civil Rules, may be imposed for non-compliance. It is FURTHER ORDERED that the party fling this action must serve this Order Setting Civil Case Schedule and attachment on all other parties. DATED: 08/06/2008 PRESIDING JUDGE Order Setting Civil Case Schedule (*ORSCS) REV. 8107 3 1. NOTICES (continued) NOTICE TO ALL PARTIES: Alt attorneys and parties should make themselves familiar with the King County Local Rules [KCLR) -- especially those referred to in this Schedule. In order to comply with the Schedule; it will be necessary for - — attorneys and -parties to pursue their cases vigorously from the day the case is filed_ For example, discovery must be undertaken promptly in order to comply with the deadlines for joining additional parties, claims, and defenses, for disclosing possible witnesses [See KCLR 261, and for meeting the discovery cutoff date [See KCLR 37(g)]_ CROSSCLAIMS, COUNTERCLAIMS AND THIRD PARTY COMPLAINTS: A filing fee of $200 must be paid when any answer that includes addltlonal claims is filed in an existing case. SHOW CAUSE HEARINGS FOR CIV{L CASES [King County Loral Rule 4(g)] A Confirmation of Joinder, Claims ::nd Defenses or a Statement of Arbitrability must be filed by the deadline in the schedule. A review of the case will be undertaken to confirm service of the original complaint_ A Show Cause Nearing will be set before the Chief Civil or RJC judge if needed_ The Order to Show Cause will be mailed to the plaintiff(s) or counsel to attend_ PENDING DUE DATES CANCELED BY FILING PAPERS THAT RESOLVE THE CASE: When a.final decree, judgment, or order of dismissal of all parties and cla'ans is filed with the Superior Court Cierk`s Office, and a courtesy copy delivered to the assigned judge, all pending due dates in this Schedule are automatically canceled, including the scheduled Trial Date. It is the responsibility of the parties to 1) file such dlspasitive documents within 45 days of the resolution of the case, and 2) strike any pending motions by notifying the bailiff to the assigned judge. Parties may also authorize the Superior Court to strike all pending due dates and the Trial Date by filing a Notice of Sefffernent pursuant to KCLR 41, and forwarding• a courtesy copy to the assigned judge. If a final decree, judgment or order of dismissal of all parties and claims is not filed by 45 days after a Notice of Setfloment . the case may be dismissed with notice. If you miss your scheduled Trial Date, the Superior Court Clerk is authorized by KCLR 41(b)(2)(A) to present an Order of Dismissal, without notice, for failure to appear at the scheduled Trial Date. NOTICES OF APPEARANCE OR WITHDRAWAL. AND ADDRESS CHANGES: All•parVes to this action must keep the court informed of their addresses. When a Notice of Appearance/Withdrawal or Notice of Change of Address is fled with the Superior Court Clerk's Office, parties must provide the assigned judge with a courtesy copy. ARBITRATION FILING AND TRIAL DE NOVO POST ARBITRATION FEE: A Statement of Arbitrability must be filed by the deadline on the schedule if the case is subject to mandatory arbitration and service of the original complaint and all answers to claims, eounterciaims and cross -claims have been filed. If mandatory arbitration is required after the deadline, parties must obtain an order from the assigned judge transferring the case to arbitration. Any party filing a Statement must pay a $220 arbitration fee. If a party seeks a trial de nova when an arbitration award is appealed, a fee of $250 and [tie request for trial de novo must L)e Bred with the Cleric's Office Cashiers. NOTICE OF NON-COMPLIANCE FEES: All.parties will be assessed a fee authorized by IGng County Code 4.71.050 whenever the Superior Court Clerk must send notice of non-compliance of schedule requirements and/or Local Rule 41. King County Local Rules are available for viewing at www.metrokc.gov/kcscc_ Order Setting Civii Case Schedule ("ORSCS) REV, 8107 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 IN THE KING COUNTY SUPERIOR COURT W AND FOR THE STATE OF WA.SHINGTON A.NS, LTC, a Washington Limited Liability Cdiiripatiy; } Plaintiff, }1 NO. 08-2-26522-6ICNT ROYAL HOSPITALITY, LLC, } SUMMONS A Washington Lin-ited Liability Company, Defendants. _ i The State of Washington to the said defendants: You are hereby summoned to appear within sixty days after the date of the first publication of this summons, to wit, within sixty days after the day of 2008, and defend the above entitled action in the above entitled Court mud answer the complaint of the plaintiff ANS; LLC, and serve a copy of you answer upon the undersigped attorney below stated: and in case of your failure to do so, judgment will be rendered against you according to the dem4nd of the complaint, which has been filed with the clerk of said Court. This action is for damages arising out of a violation of .restrictive covenants and easements. DATED This '3- day of 2008. OF .PETER J. NICHOLS, F.S. P ,I. NICHOLS, WSBA #16633 ATTORNEY FOR PLAINTIFFS LAW OM. C F_ OF PETER I. NICHC.[S, P.S. 2611 NE 1.13TH $TRESr SUITE300 S&.A'ITLE, WASH NGTON 98125 (206) 44043879 1 2 3 4 51 6' 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 5.) For pre judgment interest and post judgrnent interest at the highest rate allowable by law. 6.) For such other and further relief that the Court deen;s just and equitable in the premises. DATED this S "cTay of , 2008. C14, W- O£�`IC OF PETER J. NICHOLS, P.S. ATTORNEY FOR PLA1NTIFF& ANS- GRIFFIN & WILLIAMS WILL BA# I 1 ATTORNEY V PLAINTIFFS ANS LAW OFFICE of PETER J. NICHOIS, P.S. 2611.NE 113ra srnssr surrE W SEATTLF, WA.SUMGTON.9812$ (206)440-0874 REcruED KING COUNTY, 1A.fAS.HIi11GT0f AUG Q 10i)g1 KNT. DEPARTMENT UE KING COUNTY SUPERIOR COURT CASE ASSIGNMENT DESIGNATION and CASE INFORMATION COVER SHEET (cies) In accordance with LR82(e), a faulty document fee of $15 will be assessed to new case filings missing this sheet pursuant to Icing County Code 4,71.100_ 08-2- 265 61W. CASE NIUMBER: CASiu CAPTION. WL V- . T (..�.J I certify that this case meets the case assignment criteria, described] in King County LR 82(e), for the: Seattle Area, defined as: All of Icing County north of Interstate 90 and including all of the interstate 90 right-of-way; all the cities of Seattle, Mercer island, Bellevue, Issaquah and North Bead; and all of Vashou and Maury Islands. - Kent Area, defined as: All of King County south of Interstate 90 except those areas included in the Seattle Case Awigoment Area. -)- 14 4 Date KING COUNTY SUFERJOR COURT CASE ASSIGNMENT DESIGNATION and CASE INFORMATION COVER SHEET Please check one category that best describes this case for indexing purpose,. Accuratc case indexing not ortly �avcs time but helps in forecasting judicial resources. A faulty document fee of $15 will be assessed to nr%v case filings missing this sheet pursuant to Administrative Vu a mid tgtg aunty o e ADOPTIrr 1&ATERrtI.T� Challenge to Acknowicdgment of Paternity (PAT 5)* Challenge to Denial of Paternity (PAT 5)* Confidential Intermediary (NISC 5) Establish Parenting Plan -Existing King County Paternity (MSG 5)- Initial Pre -Placement Report (PPR S) Ivlodification (MOD 5), Modification -Support Only (MDS 5)* Patcmity, Establislt/Discstablish (PAT 5)* Patemity/i_ TFSA (PUR 5)* Out -of -State Custody Order Registratian (O5C 5) Out -of -State Support Order Registration (FJUS) Relinquishment (REL 5) Relocation Objection/Modification (MOD 5)* Rescission of Acknowledgment of Paternity (PAT 5)* Rescission of Denial of Paternity (PAT 5) * Termination of Parent -Child Relationship (TER 5) APPEAUREVIEW Administrative Law Review (ALR 2)* DOL Implied Consent —Test Refusal —only RCW 46,20.308 (DOL 2)* CONTRACT/CONUVIERCIAL Breach of Contract (COM 2)* Commercial Contract (COM 2)* Commercial Non -Contract (COL 2)* Meretricious Relationship With No Children (MEP 2)* and Not Pregnant Third Party Collection (COL 2)* Breach of contract (CONT 2)* with dependent children? Y / N; wife pregmut? Y / N Nonparental Custody (CUS 3)* Dissolution With Children (DIC 3)* Dissolution With No Children (DiN 3)X wife pregnant? Y / N Enforcement/Show Cause- Out of County (MSC 3) Establish Residential.Sched/Parenting Plan(PPS 3)* ££ Establish Supprt Only (PPS 3)'^ £,£ Lcgal Separation (SEP 3)* with dependent children? Y / N; wife pregnant? Y / N Mandatory Wage Assigtimtnt (MWA 3) Modification (MOD 3)* Modifioation - Support Only (MDS 3)* Qut-of-state Custody Order 114suation (OSC 3) Out -of -State Support Court Order Registration (PJU 3) Relocation Objection/Mddification (MOD 3)* DOMESTIC PARTNERSHM--REGISTRIIED Dissolution of Domestic Partnership With Children (DPC 3)' Dissolution of Domestic Partnership- No Children, (DPN3)* pregnant? Y /N Invalidity of Domestic Partnership (INP 3)* with dependent children? Y / N; pregnant? Y / N Legal Separation of Domestic Partnership (SPD 3)# with dependent children? Y / N; pregnant? Y / N DOMESTIC VIOLENCE/ANTIRARASSMEtNT Civil .Harassment (HAR 2) Confidential Name. Changc (CHN S) Domestic Violence (DVP 2) Domestic Violence with Children (DVC 2) Foreign Protection Order (FPO 2) Sexual Assault Protection Order (SXP 2) Vulnerable Adult Protection (VA-P 2) Paternity Affidavit or Existing/Patcmity is not an issue and NO other case exists in King County " Tlxe filing patty will be given an appropriate east schedule at time of filing_ ** Case schedule will be issued after hearing and Findings. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 THE HONORABLE LAURA GENE MIDDAUGH SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING COUNTY ANS, LLC a Washington Limited Liability Company, Plaintiff, V. ROYAL HOSPITALITY, LLC, a Washington Limited Liability Company, Defendant. Teresa McLain certifies and states: No. 08-2-26522-6 KNT CERTIFICATE OF SERVICE I am a citizen of the United States of America and a resident of the State of Washington; I am over the age of eighteen years; I am not a party to this action; and I am competent to be a witness herein. On September 9, 2008, I caused to be served, a true and correct copy of the following: Notice of Appearance together with this Certificate of Service upon the following at the address as stated below by the method of service indicated: CERTIFICATE OF SERVICE —1 Perkins COie LAP 1201 Third Avenue, Suite 4800 Seattle, WA 98101-3099 Phone: 206.359.8000 Fax: 206.359.9000 69024-0001 /LEGAL 14647397.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 VIA U.S. MAIL Peter J. Nichols Law Office of Peter J. Nichols, P.S. 2611 NE 113th Street, Suite 300 Seattle, WA 98125 Attorneys for Plaintff, ANS, LLC VIA U.S. MAIL Greg Fewins, Director Community Development Services City of Federal Way Nichols P.O. Box 9718 Federal Way, WA 98063-9718 Courtesy Copy VIA U.S. MAIL Karl L. Williams Griffin & Williams, P.S. 5000 Bridgeport Way West University Place, WA 98467 Attorneys for Plaintiff, ANS, LLC DATED at Seattle, Washington this 9th day of September, 2008. CERTIFICATE OF SERVICE — 2 69024-0001/L.EGAL 14647397,1 Teresa McLain Perkins Coie LLP 1201 Third Avenue, Suite 4800 Seattle, WA 98101-3099 Phone: 206.359.8000 Fax: 206.359.9000 CITY OF � Federal Way September 22, 2008 Mr. Darrin Sanford Pacific Engineering Design, LLC 15445 53`d Ave S Seattle, WA 98188 RE: Permit No. 07-106838-00-MF Hampton Inn & Suites - 31720 Gateway Blvd S Technical Comments Dear Mr. Sanford, CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com The Public Works Department has reviewed the civil engineering plans associated with the above -referenced project. Prior to approval of the permit, the following issues shall be addressed: All ghP,-tcz 1) Add the City permit number (referenced above) to the space provided in the approval block. .qhPPt rnA 1) Add the City's approval block to the lower right-hand corner of this sheet, and include the permit number. 2) The new access driveway is restricted to 30-feet maximum width. Also note the City detail number and refer to the appropriate detail sheet. 3) Show on the plan sheets the layout of the new driveway approach so that it reflects the City standard detail. 4) Dimension the fire department access driveway and reference the City's standard driveway approach detail. 5) Indicate the type of paving materials proposed for the fire department access drive, or refer to the architectural site plan_ 6) Provide reference sheet numbers for all cross -sections. 7) Catch basin (CB) #14 has a rim to invert elevation difference greater than 5 feet, which requires a Type 2 CB. 8) Clearly show how the upstream drainage system onto the site is intercepted and directed to CB #11. •As currently shown on the plans, it is unclear that this outfall is to be directed to the new CB. L: \CSDC\DOCS\SAVE\25796599055. DOC Mr. Darrin Sanford Pacific Fncgineering Design, LLG RE: Permit No. 07-106838-00-MF September 22, 2008 Page 2 of 3 9) Refer the new wheelchair access ramp to the appropriate City detail and reference the detail sheet number. 10) The drawings indicate 8-inch curb openings for the Filterra systems, however, the Filterra design guidelines and details indicate a 6-inch maximum opening. Revise the plan, or provide documentation from the manufacturer, that allows for or recommends the wider opening. 11) Where do CB's #1 and #3 connect to a downstream conveyance system? Don't these CB's need to convey the Filterra overflow/highflow stormwater bypass? 12) There is an existing driveway approach onto Gateway Blvd on the west side of the parcel. This approach shall be removed and replaced with sidewalk. 13) The existing access ramp at the SE corner of Gateway Blvd and S 317th St shall be removed and replaced with a new City standard access ramp. 14) Comments regarding landscaping and parking lot restoration on the adjacent parcel to the south will be provided by Deb Barker, Senior Planner. Sheet C08 1) Update all details to current City standards (enclosed). Sheet C09 1) Update all details to current City standards (enclosed). Sheet C10 1) Add the City's approval block to the lower right-hand corner of this sheet and include the permit number. 2) Provide design specifications for the porous asphalt paving and subgrade layers_ 3) Show the 8-inch perforated pipe on Section A -A. Sheet C11 1) Add the City's approval block to the lower right-hand corner of this sheet and include the permit number. 2) It appears the lower portions of the cross-section labels (Section A- A, etc... ) were inadvertently cut-off in the CAD drawings. Please revise the drawings so that these labels appear whole on the drawing. Sheet C_13 1) Use City Standard Detail 3-6A (Commercial Driveway -Approach) in lieu of 3-6. L: \CSDC\DOCS\SAVE\2 S796599055. DOC Mr. Darrin Sanford Pacific Engineering Design, LLC RE: Permit No. 07-106838-00-MF September 22, 2008 Page 3 of 3 2) Update all details to current City standards (enclosed). Sheet C14 1) Update all details to current City standards (enclosed). Sheet C15 1) Since this sheet is only showing existing site conditions, please remove the City approval block. Technical Information Report 1) Under the Water Quality Treatment section, the east basin is described to be comprised of 0.36 acres; however, the 8' x 4' unit is described as having capacity to treat 0.22 acres_ Please review this section and revise the design or correct the discrepancy. Please revise the plans and TIR as necessary, and re -submit three (3) copies of the plans for further review. Because of the size and complexity of the TIR, you may submit that section requested for revisions as an addendum to the TIR, rather than updating and submitting the entire document. If you have any questions, please feel free to contact me at (253) 835-2734, or via e-mail at kevin.peterson ancityoffederalway.com. Sincerely, Kevin Peterson Peterson Engineering Plans Reviewer KP:cb Enclosures cc Mr. Ed Abbot, 1221 2"d Ave, Ste 300, Seattle, WA 98101 Mr. Koong Cho, 8255 1541h Ave SE, Newcastle, WA 98059 Deb Barker, Senior Planner Project File / KP Day File L: \CSDC\ DOCS\SAVE\25796599055. DOC CITY OF Federal Way September 22, 2008 CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com 1 Mr. Ed Abbott Abbott Heys and Associates 1221 2°d Avenue, Suite 300 Seattle, WA 98101 Re: Permit #07-106838-00-MF; PLANNING DEPARTMENT COMMENTS Hampton Inn & Suites; 31720 Gateway Boulevard South, Federal Way Dear Mr. Abbott: The Planning Division has reviewed the revised site, civil engineering, and landscape associated with the above -referenced project and received on September 12, 2008. Prior to approval of the permit, the following issues shall be addressed. Civil Sheet CO3 evise this sheet to depict specific off -site work including how the off -site parking stalls are being maintained during construction. Z) Depict tree protection techniques for the retained street trees along Gateway Boulevard. Note that any `retained' street tree that is damaged during this construction will be required to be replaced before the certificate of occupancy will be issued.�1 Civil Sheet C06 / Show the off -site parking stall striping on this plan. Revise this sheet to show off -site work along the south side of the site, including the off -site parking stalls, which must be fully restored or replaced, restriped, and not compromised. 3} Show any necessary restoration work required along the south side of the site, including tie-in to-, existing grass areas, pavement/drive aisles, and curbing. 4) Any work proposed off the subject site must be approved with that prflpe owner, which MAY include construction easements or signatures on building permits. )& �d 4r-0- Q 5� ew walkway links an exit door from employee lounge to the sidewalk. This walkway should be,� �J eandered in order to blend into the hillside. See comments below. 6 Denote entry plaza special pavement materials and colors as well as the materials and colors for the'AfC© amped concrete. G 00 7 List the square footage of the proposed site. Permit N07-10683"O-W Doc 1 D 47111 Mr. Ed Abbott Page 2 September 22, 2008 Plan AS-1 A new doorway has been added to this facade to provide egress from the staff room to the sidewalk. The door has been added along the principle pedestrian facade without benefit to the general pedestrian, as it does not appear to be a required exit. As the entrance is added to the principal facade, the facade must be revised to meet Federal Way City Code (FWCC) Section 22-1638(3)(a), and must, at a J2minimum, include protective covering and landscaping to define and highlight the entrance. Further, if the entrance leads to a smoking area, denote seating and the required 25-foot separation area. As discussed above, a new walkway is now proposed along the west facade connecting an employee entrance to the sidewalk. The walkway should run parallel with the hill so that foundation landscaping is not interrupted. Identify any railing proposed for the walkway route. Landscape Plan l' West Fagade — I previous expressed concern about the scale of the foundation landscaping along the west side of the building. The narrow point of this foundation landscaping along the west facade of the building has been increased from two to five feet. However, this width is still too narrow to effectively itigate the bulk and mass of the five -story building. Also, this landscaping is now interrupted with a walkway leading to an employee entrance. In order to address this issue, the narrowest point in the foundation landscaping along the west side of the building should be a minimum of ten feet in width. Heftier shrubs must be added to the foundation landscaping along the west side of the site, in light of L7 the large building mass and the lower elevation. Several of the shrubs proposed along the west side /3As he building appear too short to support the building mass, including the spreading yew and the rf boxwood. previously noted, shrubs must be added to interior parking lot landscape islands. In a meeting, the scape architect expressed his concern of shrubs getting in the way of patrons entering and exiting vehicles parked next to the islands and posed the use of a taller groundcover in place of the required shrubs. To this end, Mahonia repens can be used along the outer 18 inches of a landscape island, but taller vegetation is required in the bulk of the landscape island. As an example, three shrubs are proposed in a landscape island that measures approximately 13 x 15 feet that does not t the intent of the FWCC. Please add shrubs to fill the length of the interior parking lot landscape Islands as noted on the red -line landscape plan. Shrubs screening the trashlrecycle enclosure must be a minimum of 24 inches on the north and west e to successfully screen the enclosure fence. There are two different sizes of Dwarf Boxwood listed on the plant schedule. Please clearly denote filch plant size goes where. The symbols for the dwarf fountain grass and the Creeping Mahonia are too similar and should be fanged for clarity. dd Yucca f. Golden Sword to the plant list. 8 Is there any other material proposed in the pot to edge th ucca? Clarify the number of pots proposed for the project and consider additional pots jacent to the entry doorway to carry the plant 6eme to the building. Will there be irrigation avail le for the pots? List any special planting or maintenance instructions for the pots. /� 9 Please add the statement, "Deciduous trees shall be a minimum of 1.5 inches measured 4.5 feet above the rootball at the time of planting_" 's— r�^ f,� 'C� A _ Permit #07-106838-00-Wff �'"]U� �' YI I I �� ciry OF A Federal September 22, 2008 Mr. Ed Abbott Abbott Heys and Associates 1221 2nd Avenue, Suite 300 Seattle, WA 98101 CITY HALL Way33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Re: Permit #07-106838-00-MF; PLANNING DEPARTMENT COMMENTS Hampton Inn & Suites; 31720 Gateway Boulevard South, Federal Way Dear Mr. Abbott: The Planning Division has reviewed the revised site, civil engineering, and landscape associated with the above -referenced project and received on September 12, 2008. Prior to approval of the permit, the following issues shall be addressed. Civil Sheet CO3 1) - Revise this sheet to depict specific off -site work including how the off -site parking stalls are being maintained during construction. 2) Depict tree protection techniques for the retained street trees along Gateway Boulevard. Note that any `retained' street tree that is damaged during this construction will be required to be replaced before the certificate of occupancy will be issued. Civil Sheet C06 1) Show the off -site parking stall striping on this plan. 2) Revise this sheet to show off -site work along the south side of the site, including the off -site parking stalls, which must be fully restored or replaced, restriped, and not compromised. 3) Show any necessary restoration work required along the south side of the site, including tie-in to existing grass areas, pavement/drive aisles, and curbing. 4) Any work proposed off the subject site must be approved with that property owner, which may include construction easements or signatures on building permits. 5) A new walkway links an exit door from employee lounge to the sidewalk. This walkway should be meandered in order to blend into the hillside. See comments below. 6) Denote entry plaza special pavement materials and colors as well as the materials and colors for the stamped concrete. 7) List the square footage of the proposed site. Permit 407-106838-00-Nff Doc I D 47111 Mr. Ed Abbott Page 2 September 22, 2008 Plan AS-1 1) A new doorway has been added to this facade to provide egress from the staff room to the sidewalk. The door has been added along the principle pedestrian facade without benefit to the general pedestrian, as it does not appear to be a required exit. As the entrance is added to the principal facade, the facade must be revised to meet Federal Way City Code (FWCC) Section 22-1638(3)(a), and must, at a minimum, include protective covering and landscaping to define and highlight the entrance. Further, if the entrance leads to a smoking area, denote seating and the required 25-foot separation area. 2) As discussed above, a new walkway is now proposed along the west facade connecting an employee entrance to the sidewalk. The walkway should run parallel with the hill so that foundation landscaping is not interrupted. 3) Identify any railing proposed for the walkway route. Landscape Plan 1) West Fagade — I previous expressed concern about the scale of the foundation landscaping along the west side of the building. The narrow point of this foundation landscaping along the west facade of the building has been increased from two to five feet. However, this width is still too narrow to effectively mitigate the bulk and mass of the five -story building. Also, this landscaping is now interrupted with a walkway leading to an employee entrance. In order to address this issue, the narrowest point in the foundation landscaping along the west side of the building should be a minimum of ten feet in width. 2) Heftier shrubs must be added to the foundation landscaping along the west side of the site, in light of the large building mass and the lower elevation. Several of the shrubs proposed along the west side of the building appear too short to support the building mass, including the spreading yew and the dwarf boxwood. 3) As previously noted, shrubs must be added to interior parking lot landscape islands. In a meeting, the landscape architect expressed his concern of shrubs getting in the way of patrons entering and exiting vehicles parked next to the islands and posed the use of a taller groundcover in place of the required shrubs. To this end, Mahonia repens can be used along the outer 18 inches of a landscape island, but taller vegetation is required in the bulk of the landscape island. As an example, three shrubs are proposed in a landscape island that measures approximately 13 x 15 feet that does not meet the intent of the FWCC. Please add shrubs to fill the length of the interior parking lot landscape islands as noted on the red -line landscape plan. 4) Shrubs screening the trash/recycle enclosure must be a minimum of 24 inches on the north and west side to successfully screen the enclosure fence. 5) There are two different sizes of Dwarf Boxwood listed on the plant schedule. Please clearly denote which plant size goes where. 6) The symbols for the dwarf fountain grass and the Creeping Mahonia are too similar and should be changed for clarity. 7) Add Yucca f. Golden Sword to the plant list. 8) Is there any other material proposed in the pot to edge the Yucca? Clarify the number of pots proposed for the project and consider additional pots adjacent to the entry doorway to carry the plant theme to the building. Will there be irrigation available for the pots? List any special planting or maintenance instructions for the pots. 9) Please add the statement, "Deciduous trees shall be a minimum of 1.5 inches measured 4.5 feet above the rootball at the time of planting." Permit N07-106838-00-W Doc I.D. 47111 Mr. Ed Abbott Page 3 September 22, 2008 10) Groundcover does not appear to be proposed in the majority of the planting beds. Clearly denote those plants being used as a groundcover and what is being used as a shrubs, such as the Epimedium and the Mahonia repens. 11) Add a "P" to those perennials that are not being used to meet the FWCC perimeter landscape requirements. 12) To achieve full coverage, groundcover should be planted in a triangular pattern and must be located under trees and shrubs. Please add a planting detail showing this information. 13) Identify the tree behind the generator. Please submit five copies of any revised plans to address the above referenced comments, and include the enclosed Resubmittal Information Form. Note that other City staff may have comments on the resubmitted documents. I can be reached at 253-835-2642 if you have any questions about this letter. Sincerely, /0"11� &dclt2� Deb Barker Senior Planner Enc: Resubmittal Information Form Red -Line Landscape Plan c: Kevin Peterson, Engineering Plans Reviewer Scott Sproul, Assistant Building Official Darrin Sanford, Pacific Engineering Design, LLC, 15445 53`d Avenue South, Seattle, WA 98188 Glenn Takagi, 18550 Firlands Way North, #102, Shoreline. WA 98133-3917 Koong Cho, 8255 150 Avenue SE, New Castle, WA 98059 Permit #07-106838-00-Nff Doc I D 47111 1�kCITY OF Federal Way August 7, 2008 Ed Abbott, AIA Abbott Heys Architecture 1221 2nd Avenue, Suite 300 Seattle, WA 98101 RE: File #07-106838-00-MF; Landscape Plan Comments Hampton Inn and Suites, 31720 Gateway Blvd South, Federal Way Dear Mr. Abbott: F ILE CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com I have had the opportunity to review the revised landscape plan prepared by Glenn Takagi Landscape Architect, and submitted on July 30, 2008, for the above -referenced hotel project. Prior to issuance of the construction permit for the new building, the landscape plan must be revised to address the following comments and corresponding red - lined landscape plan: 1. Revise the plant schedule to include plant quantities. 2. Under FWCC, each perimeter landscape area is required to contain a combination of evergreen and deciduous trees, shrubs that are a minimum of 24 inches at the time of planting, and ground covers throughout. East — The balance of the east perimeter landscape area is tightly packed with competing evergreen vegetation: Mexican orange shrubs and Hollywood Juniper shrubs. There is only one Hinoki Cypress tree in this area. Plants must be redistributed to provide a balanced coverage, and more trees added as well as ground cover. 'Trees must be a combination of evergreen and deciduous. You may want to consider a lower shrub than the Mexican Orange to complement the Hollywood Juniper, which can grow rather tall_ Further, the Juniper could overtake the Hinoki trees. A retaining wall is also proposed for this area according to Civil plans, and must be depicted on the landscape plan. See 45 below. North — Evergreen trees must be added to this perimeter landscape area, as well as groundcover_ This area must also provide vehicular screening and the proposed shrub size does not meet that requirement. See item #5 below for comments about vehicular screening. Note that all of the vegetation north of this property line is within the right-of-way and must be approved by Public Works. Contact Kevin Peterson, 253-835-2733 to obtain written permission for this vegetation. West — Perimeter landscaping shrubs and groundcover is missing from the balance of this perimeter area. Landscaping against the building does not meet the intent of perimeter landscaping. Add shrubs and groundcover at the western side of the site, and relocate the trees to this area. Again, evergreen trees must be added along this area to meet the intent of FWCC. Refer to red lined plans. 3. Foundation landscaping is required to complement the massing of the five -story building. Revise the west side foundation to include more than a line of shrubs_ Those foundation portions containing shrub and tree massings are suitable. 4. Provide cross sections to demonstrate that parking areas are screened from the rights -of -way to the north and west are consistent with FWCC standards, and include berms, or shrubs that are 36 inches in height at the time of planting, or a combination of vegetation and berms per FWCC Section 22-1567(e). Mr_ Abbott August 7, 2008 Page 2 There are rockeries proposed along the north and east perimeter planting areas. Provide cross sections to show how vegetation is to be planted within or around the footings of the proposed walls and rockeries, and to ensure that landscape code standards are met. 6. Revise the landscape plan to reflect FWCC 22-1564 sections (g)(h)(i) and 0) and state the following: • Groundcover shall be planted within all planting areas to achieve full coverage within three years; Deciduous trees size shall be 1.5-inch caliper measured 4.5 feet above the rootball at the time of planting; • Evergreen trees shall be a minimum of 6 feet at the time of planting; + Perimeter area shrubs shall be a minimum of 24 inches in height at the time of planting. 7. Revise the landscape plan to add applicable provisions of FWCC Section 22-1564, subsections: (b)(c)(d)(fl(k)(l)(►r►)(n)(p)(q)(t) and (y)• 8. List size and type of pots, planting materials, soils, irrigation specifications, and other details for the decorative Pots. 9. Add trees and shrubs in perimeter and interior parking lot landscape areas as noted on the red -lined landscape plan. 10. Provide details of "specs" and "specifications" listed on sheet L2 of the landscape plan including jute fabric, wood chip mulch, and subgrade specs. List contents of amended backfill materials. 11. Revise the plant list to separate the shrubs from the ground covers, and the perennials/grasses from the groundcovers. Note that Tassel Ferns, Day Lilys, and Coreoposis will not be considered ground covers, and should be listed as perennials or ornamentals. 12. Provide specifications for lawn if seed or sod. 13. Consider use of taller shrubs to the plaza edges to provide a greater visual separation from the pedestrian walkway and drive aisle. 14. Previous comments requested that you show how the proposed parking lot landscaping is integrated with the existing parking lot landscaping in the parking area to the southwest. The alignment and planting of this area appear inconsistent between the site, landscape, and irrigation plans. Revise the planting area south of the entry canopy to blend into the existing planting areas and incorporate parking areas and interior parking lot landscaping next to existing off -site parking stalls. See red lined plans. When resubmitting, please provide four copies of any revised plans along with a Resubmittal Information form. I can be reached at 253-835-2642 if you have any questions about this letter. Sincerely, Deb Barker Senior Planner enc:: Red lined landscape plans, Resubmittal Information Form c: Koong Cho, 8255 1541h Avenue SE, New Castle, WA 98059 Glenn Takagi Landscape Architect, 18550 Firlands Way North, Suite 102, Shoreline, WA 98133 Kevin Peterson, Engineering Plans Reviewer Scott Sproul, Assistant Building Official 07-106838 Doc LD. 46502 AkCITY OF Federal Way August 12, 2008 Pacific Engineering Design LLC 15445 53`d Avenue South Seattle, WA 98188 Re: File #08-103631-000-00-CO; HAMPTON INN & SUITES 31720 Gateway Blvd South, Federal Way Dear Applicant: p� CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. com I am unable to complete the plan review of the above -referenced project until I receive additional information regarding, but not limited to, the following: 1. Please amend the project description in the geotechnical engineering report. The current project is for a five story structure not an eight story structure as noted in the geotechnical engineering report. 2. Please amend geotechnical engineering report for compliance with 2006 International Building Code. 3. At time of permit submittal the engineer stamp has expired. Please submit a new report with a valid engineer stamp. The purpose of this plan review is to verify code compliance, to the extent possible and reasonable, given the information provided on the plans and the city's plan review resources and capabilities. In no way does any city approval constitute a guarantee of code compliance; authorize any work in violation of any applicable codes; or relieve the owner of responsibility for complying with pertinent codes and ordinances. Provide five sets of the corrected drawings, and complete a resubmittal form (enclosed). Plans requiring engineering must be stamped by the engineer and be accompanied by the engineer's calculations. I will review the resubmittal as expediently as possible. Further corrections may be necessary as a result of submitting additional information. If you have any questions, please call me at 253-835-2633. Sin re , t Sprou Assistant Bui ding Official Deb Barker, Senior Planner Kevin Peterson, Engineering Plans Reviewer enc: Resubmittal Information Form Doc, LD, 46578 Deb Barker From: Kevin Peterson Sent: Thursday, August 14, 2008 8:36 AM To: Deb Barker Subject: Hampton Inn Deb, I just wanted to give you my status on the Hampton Inn clearing and grading permit, since I'll be gone starting tomorrow until Sept 2, and I know the LU appeal period will expire while I'm gone: The Clearing/Grading Permit (08-103631-CO) plans are ready for PW approval, however, we don't have the bond (assignment of funds) info sheet back from the owner, which I had given to him that day that Will and I had met with him and his engineer, and which you followed with your meeting with them. Until we get the assignment of funds in place, we can't issue the permit. I have a bond folder set up in amanda, and have entered as much info into that document that I could, barring the necessary info the owner still needs to provide. I sent Will a project status e-mail that details this info as well, but I wanted to give you the heads -up, as you'll probably be the first one to get a call asking about permit status. Kevin Glenn Takagi — Landscape Architect RESPONSE MEMORANDUM Date: 29 July 2008 Project: Hampton Inn & Suites #07-105269-00-UP 31626 28th Ave South RE: Response to SECOND TECHNICAL REVIEW COMMENTS Dated 1.22.08 (Janet Shull) Item Z. Landscap_ing a. Quantify on the landscape plans how the 25916 min. drought tolerant... Note added to Plant Schedule indicating drought tolerant plant selection. b. Provide the dimensioning and square footage for each of the proposed... See new sheet L3 showing planter locations and planter size calculated for Interior Parking Lot Landscaping. C. Provide foundation landscaping beds along entire length of west fagade... Done. d Each interior parking lot island must contain... Adjustments have been made. e. Indicate how the proposed parking lot landscaping is integrated with the existing... Eastern terminal planter will be fully planted to provide a blending of plant materials (shrubs and groundcovers) to provide a `unified' and consistent appearance. f. Identify the perimeter landscape areas with the label, "Type M perimeter... Done, Plant Schedule also annotated to show larger plants. Xi SFT98C7iita RESU13MITTED JUL 3 0 2008 CITY OF FEDERAL WAY BUILDING DEPT. page 1 of 1 18550 Firlands Way North #102 9 Shoreline, WA 98133-3917 • (206)542.6100 • glenco1029@earthlink.net DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 10:+�4r �ESUBMITTE❑ 33325 8`h Avenue South CITY OF JUL Box 9718 JUL 3 U 2008 Federal Way WA 98063-9718 2609 Federal Way CITY OF FEDERAL WAY 253-83vww. ft Fax 253-835-.com �tnvw.ci�offederalwa�ym BUILDING DEPT. RESUBMITTAL INFORMATION This completed form MUST accompany a// resubmitta/s. *"Please note: Additional orrevised plans or documents foran active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. "" Project Number: - 0 6 a 3 - - M Fz Project Name: Project Address:. Project Contact: 6�:" d Phone: -2-06 i224 x / 02 RESUBMITTED ITEMS: # of Copies ** Detailed Description of Item 3 I}.. L-Z . L3 r2ao s&4 A-&tef K ,e— drat.); n5 , ** Always submit the same number of copies as required for your initial application.** Resubmittal Requested by: to member) Letter Dated: / / OFFICE USE Y _ RESUB #. f Distribution Date.-7�CJ By. Dept/Div Name # Description 1<1 Building 2 .S PlanningS PW Fire Other Bulletin # 129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information Glenn Takagi — Landscape Architect 0-7-106838 RESPONSE MEMORANDUM RESUBMITTED Date: 12 September 2008 SEP 12 2008 Project: HAMPTON INN AND SUITES #07-106838-00-MF CITY OF FEDERAL WAY BUILDING DEPT. RE: Response to City of Federal Way Landscape Plan Comments dated August 7, 2008 prepared by Deb Barker. Item 1- Revise the plant schedule to include plant quantities. Quantities shown on Plant Schedule. Item 2- Under FWCC, each perimeter landscape area is required to contain a combination of evergreen and deciduous trees, shrubs that are a minimum of 24" at the time... East: `Redline' Plan/ Coordination Meeting with D. Barker used to revise Plan. Retaining wall has been deleted. North: `Redline' Plan/ Coordination Meeting with D. Barker used to revise Plan. Retaining wall has been relocated to curb line. No work on north ROW will be considered. West: `Redline' Plan/ Coordination Meeting with D. Barker used to revise Plan. Item 3- Foundation landscaping is required to complement the massing of the five story... Trees added in beds, additional foundation bed area added. Item 4- Provide cross sections to demonstrate the parking space areas are screened from the... Cross sections added to sheet L2. Retaining walls, berms and plant materials will screen parking areas. Item 5- There are rockeries proposed along the north and east perimeter planting areas. Provide cross sections to show how the vegetation is to be planted within or ... Note above cross sections. East rock wall has be eliminated from grading plan. North retaining wall has been shifted to curb line toefftsent a more contiguous planting volume for new plantings. Item 6- Revise the landscape plait; -to reflect FWCC 22-1564 sections (g)(h)(i) and ... Notes added. page 1 of 2 18550 Firlands Way North #102 9 Shoreline, WA 98133-3917 • (206)542.6100 • glenco1029@earthlink.net HESubivii-j-riiD RESPONSE MEMORANDUM (cont.) SEP 12 2008 Project: HAMPTON INN AND SUITES #07-106838-00-MF CITY OF FEDERAL WAY _ R1 Pff rE); �jr+ Item 7- Revise the landscape plan to add applicable provisions of FWCC Section 22-1564... Notes added. Item 8- List size and type of pots, planting materials, soils, irrigation specifications... Notes added. Item 9- Add trees and shrubs in perimeter and interior parking lot landscape areas... `Redline' Plan/ Coordination Meeting with D. Barker used to revise Plan. Item 10- Provide details of `specs' and specifications' listed on sheet L2 of the landscape... Details and notes added. Item 11- Revise the plant list to separate the shrubs from the groundcovers... List revised. Item 12- Provide specifications for lawn if seed or sod. Note added. Item 13- Consider the use of taller shrubs to the plaza edges to provide a greater visual... Designer feels the presentation of the walkway, plaza and building is provides interest and identity. Placement of pots, plant material and bollard lights gives form and direction to pedestrian passage. Item 14- Previous comments requested that you show how the proposed parking lot landscaping is integrated with the existing parking lot landscaping in the parking area to the southwest... A reconfiguration of some parking stalls off subject property is being proposed (see note on sheet L1). Negotiations with adjacent property owner will need to be engaged. Other- When resubmitting, please provide four copies of any revised plans along with a Resubmittal Information form. Attached. End of Memo. cc: page 2 of 2 18550 Firlands Way North #102 • Shoreline, WA 98133-3917 • (206)542.6100 • glenco1029@earthlink.net Hampton Inn and Suites- Federal Way Drought resistant plant material for consideration as groundcover-shrub in parking areas. r - .•;��•�', . ,�,i'� 4`,`:i'e , � i�: ��F--�R'T_: r•i�.yn�in�r' �-..-_. Epimedium (under Douglas Fir, no supplemental watering) September 2008 RESUBMITTED SEP 12 2008 CITY NWAY G DEPT. Lighting `Cuts' Type 'A': Hampton Inn Federal Way, WA RESUBMITTED SEP 12 2008 CITY OF FEDERAL WAY BUILDING DEPT. LS461 Omnio - mini http://www.lumascape.com/html/LS411A.htm LS411A OMNIO - MINI _(IP67) 0�'# LS411A - CS Anodic silver configuration depicted spotIight_I_fIoodIight Sources Options 12volt, MR16 (75watt max) Powder coated finishes Remote transformer sold separately - E Black consult factory for details ❑ White Anodic Silver Features Ingress protection rating - IP67 Suitable for wet locations Corrosion resistant marine grade precision machined aluminum Durable powdercoat finish High optical transmission, toughened OptiClearTm lens for increased efficiency Infinite positioning clutch allows minute variations through: - 3650 horizontal plane - 1150 vertical plane Silicone handgrip to allow adjustment whilst operating Internal provision for up to 3 accessories SO RESUBMITTED SEP 12 2008 1 of 2 CITY OF FEDERAL WAY 9/4/08 2:36 PM BUILDING DEPT. LS461 Omnio - mini ^) http://www.lumascape.com/html/LS411A.htm Internal honeycomb glare control louver (standard) Self resetting thermal protection device Corrosion resistant stainless steel fasteners Discreet mount base (standard depicted) Filters & lens LS643 Dichroic colour filter LS633 Colour filter LS690 Prismatic filter Literature available DXF files available Installation types LS6024 Large surface mount base LS6023-1 Pole clamp LS6023-2 Double pole clamp LS6025 Signage system LS6054 Groundmount spike Contact Lumascape Copyright 2004 Lumsacape USA Inc. Return to www.lumascape.com home 2 of 2 9/4/08 2:36 PM LS461 Omnio - mini http://Nvww.lumascape.com/html/LS41 IA.htm LS411A OMNIO - MINI 1�'o _(IP67) LS411A - CS Anodic silver configuration depicted spot Iight_1_fIoodIight Sources 12volt, MR16 (75watt max) Remote transformer sold separately - consult factory for details Features Ingress protection rating - IP67 Suitable for wet locations Corrosion resistant marine grade precision machined aluminum Durable powdercoat finish High optical transmission, toughened OptiClearTm lens for increased efficiency Infinite positioning clutch allows minute variations through: - 365° horizontal plane - 1151 vertical plane Silicone handgrip to allow adjustment whilst operating Internal provision for up to 3 accessories Option, Powder coated finishes ■ Black ❑ White 0 Anodic Silver CSK 1 of 2 9/4/08 2:36 PM LS461 Omnio - mini -1) http://www.lumascape.com/html/LS411A.htm Internal honeycomb glare control louver (standard) Self resetting thermal protection device Corrosion resistant stainless steel fasteners Discreet mount base (standard depicted) Filter- & lenp LS643 Dichroic colour filter LS633 Colour filter LS690 Prismatic filter Literature available DXF files available Installation types LS6024 Large surface mount base LS6023-1 Pole clamp LS6023-2 Double pole clamp LS6025 Signage system LS6064 Groundmount spike Contact Lumascape Copyright 2004 Lumsacape USA Inc. Return to www.lumascape.com home 2 of 2 9/4/08 2:36 PM Lighting `Cuts' Type `B' : Hampton Inn Federal Way, WA RESUBMITTED SEP 12 2008 CITY OF FEDERAL WAY BUILDING DEPT. Notes: Job: Type: 110 LINE 111 MINI SCONCE GENERAL DESCRIPTION: The 110 Line combines high output and full cutoff performance with design and construction worthy of landmark architecture. The 111 Mini Sconce mirrors the renowned Gardco 100 Line, with classic styling, intelligent engineering and integrity of construction. Most importantly, this compact luminaire provides full cutoff performance without the high angle brightness associated with refractor type products, making them an attractive choice for controlled illumination at points of entry. Add to this seamless material transitions, flawless finishes and engineering considerate of installation, service and long term operation and one immediately appreciates that size need not compromise quality. CUTOFF PERFORMANCE: 111 luminaires installed in the normal downlight position, with a flat glass lens, provide full cutoff performance. ORDERING PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. 111 Trapezoidal Wedge Refer to confrlguration chart below for FT Forward Throw T6 MH and CMHE types only. available combinations. 111 EM Emergency Sconce WT Wide Throw T6 MH and CMHE types onV 111 EMC Emergency Sconce Cold Temperature MT Medium Throw Fluorescent and E-17 lamp only. 111 EMR Remote Emergency Sconce WATTAGE AND VOLTAGE l3'LiI���H11tL'C�J��il;•1- MT DISTRIBUTION V 3t &S go 277 347 480 50MH • ■ iOMH ■ ■ ■ • • 3'5HPS # 50HPS • ■ 170HPS • • • • ■ FI rescent 26OF' UNIV ■ 32TRF' UNIV ■ 42TRF' UNIV • nr lINC ■ Combinations marked with a dot or shown with "UNIV"are available for ordering. MH Metal Halide CMHE Ceramic Metal Halide with Electronic Ballast HPS High Pressure Sodium OF Quad Tube Fluorescent TRF Triple Tube Fluorescent 1. Fluorescent and CMHE luminaires feature electronic ballasts that accept 120V through 277V, 50hz to 60hz, input. Specify "UNIV" voltage for 120V through 277V. 2. Not Available in 111EM or 111 EMC. BRP Bronze Paint BLP Black Paint WP White Paint NP Natural Aluminum Paint BGP Beige Paint OC Optional Color Paint Specify Optional Color or RAL ex: OC-LGP or OC-RAL7024. Sc Special Color Paint Specify. Must supply color chip. FT / WT DISTRIBUTION T1 120 1 208 I 240 1 277 347 1_ ITS Lantos Supplied by Gardco) T39MH • • n0MH • • • • • T39CMHE' UNIV T70CMHE' UNIV CONFIGURATION CHART - 111EM, 111EMC, OR 111 EMR Fluorescent Distribution Voltage 120 Q 240 277 347 44K FT WT MT 260F • • i� • 32TRF • • • 42TRF� • • ? • • • F Fusing 120V through 277V only. N/A with Incandescent. PCB Button Type Photocontrol Not available with 111EM. SL Solae@ Diffusing Lens WLU Wet Location Door for Inverted Mounting Not available with WG option WG Wire Guard Not available with WLU option WS Walt Mounted Box for Surface Conduit RESrat parmated EMR Luminaires Only: UBMITTED B84CG Bodine Emergency Battery Pack c y 00 Q Emergency Batlaty Packs for EMR types MUST be order 1 U lumfnairesand suppiied by Gardw CITY OF FEDERAL WAY BUILDIN�DFpT Gardco Lighting 1611 Clovis Barker Road San Marcos,TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.sitelighting.com O Copyright 2008 Philips Group. All Rights Reserved. International Copyright Secured. Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. 791169710708 Gardco Lighting is a Philips group brand PH I Lf pS 110 LINE 111 MINI SCONCE SPECIFICATIONS GENERAL: Each Gardco 111 luminaire is a wall mounted cutoff luminaire for high intensity discharge, compact fluorescent or incandescent lamps. Internal components are totally enclosed in a rain -tight, dust -tight and corrosion resistant housing. The housing, back plate and door frame are die cast aluminum. A choice of three (3) optical systems is available. Luminaires are suitable for wet locations (damp locations if inverted). HOUSING: Single -piece soft trapezoidal housings are die cast aluminum. A memory retentive gasket seals the housing with the doorframe to exclude moisture, dust, insects and pollutants from the optical system. A black, die cast ribbed backplate dissipates heat for longer lamp and ballast life. DOOR FRAME: A single -piece die cast aluminum door frame integrates to the housing form. The door frame is hinged closed and secured to the housing with two (2) captive stainless steel fasteners. The heat and impact resistant 1/8" (.32cm) tempered glass lens and one-piece gasket are mechanically secured to the door frame. OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted components, electropolished, anodized and sealed. Reflector segments are set in arc tube image duplicating patterns to achieve the wide throw, forward throw or medium throw distributions. ELECTRICAL: Standard Luminaires: Each high power factor HID core and coil or electronic ballast is capable of providing reliable lamp starting down to-20°F/-29°C. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 302oF/150°C or higher. Plug disconnects are listed by UL for use at 600 VAC,15A or higher. Standard fluorescent units have a starting temperature of 0°FI-18°C. Standard fluorescent ballasts are high power factor electronic solid state. EM and EMC Luminaires: In the event of power interruption, integral battery pack will power (1) 32W or (1) 26W compact fluorescent lamp at reduced light levels for a minimum of 90 minutes. Maintenance free battery is rated for ambient temperatures down to 320F/OOC (EM) or-40F/-20°C (EMC). Indicator light is visible through the lens. A test switch is accessible through the door assembly. EM and EMC units do not bear CUL label. DIMENSIONS EMR Luminaires: A 7.572.29m, 12 wire, quick disconnect assembly is provided for wiring through conduit (by others) to a Bodine B84CG fluorescent emergency battery pack. The fluorescent emergency battery pack MUST be supplied by Gardco. The B84CG option is required to be on the order to the factory. In the event of power interruption, the B84CG remote battery pack will power (1) 42W, (1) 32W, or (1) 26W compact fluorescent lamp at at reduced light levels for a minimum of 90 minutes. Maintenance free battery is rated for ambient temperatures down to 320F/0°C. Minimum luminaire starting temperature is VFI-IK. Indicator light is visible through the lens. A test switch is accessible through the door assembly. NOTE: B84CG does not bear CUL label. LAMPHOLDER: Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. T6 lamps use a G12 base, pulse rated porcelain sockets. Fluorescent sockets are high temperature PBT with brass contacts. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), natural aluminum (NP) and beige (BGP). Consult factory for specs on custom colors. LABELS: All luminaires bear either UL or CUL (where applicable) Wet Location labels. Lens down application is Wet Location and lens up is Damp Location, except when using the optional inverted Wet Location components. FULL CUTOFF PERFORMANCE: Full culonp mvalma mearu a lunriniired6tnhullan w<m+4 Zara candela MDrrury oacursat an a gle of War nadir. Addihanny, the cerr ah per 1g00lemplumom does rd numencaRyexcoed log 0 percent) at avertralangle W 00' ahoranaddir. This ap*s10 all h3imal angles ardenci IN luntinarce CUTOFF PERFORMANCE: WO Mlormanco nwansa KnIna rodarbAonwhere the candela 00" not nu5 polcaniat an angle al Dr above 90' abm Rey I,Oand 1g%I p percartl at a venca<�argle of 8exco above nak. This applies all Wreral angles Mnd the luminaire. Mounting Plate i sal m J��■■ ' 13.57 .57 c1 T cm lF ` ' Z 144'die 34 cm 7.94cm 0 _ 121/8' 7 30.79 cm 17.78 cm Mounting Boll Pattern Note: Mounting plate center is located in the center of the luminaire width and 2.38" (6.03cm) above the luminaire bottom (lens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. Gardco Lighting 1611 Clovis Barker Road San Marcos,TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.sitelighting.com © Copyright 2008 Philips Group. All Rights Reserved. International Copyright Secured. Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. 791159710708 Gardco Lighting is a Philips group brand PH I Ll pS Notes: Job: Type: 110 LINE 111 MINI SCONCE GENERAL DESCRIPTION: The 110 Line combines high output and full cutoff performance with design and construction worthy of landmark architecture. The 111 Mini Sconce mirrors the renowned Gardco 100 Line, with classic styling, intelligent engineering and integrity of construction. Most importantly, this compact luminaire provides full cutoff performance without the high angle brightness associated with refractor type products, making them an attractive choice for controlled illumination at points of entry. Add to this seamless material transitions, flawless finishes and engineering considerate of installation, service and long term operation and one immediately appreciates that size need not compromise quality. CUTOFF PERFORMANCE: 111 luminaires installed in the normal downlight position, with a flat glass lens, provide full cutoff performance. ORDERING PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. DISTRIBUTION 111 Trapezoidal Wedge Refer to conrigurallon chart below for FT Forward Throw T6 MH and CMHE types only. a vailabte combinatklns, 111EM Emergency Sconce WT Wide Throw T6 MH and CMHE types only. 111 EMC Emergency Sconce Cold Temperature MT Medium Throw Fluorescent and E-171amp only. 111EMR Remote Emergency Sconce WATTAGE AND VOLTAGE , LAMP I E CHART - 111 MT DISTRIBUTION Voit cue 4?y0 277 347 480 SOMH • 70MH • • • • • '35HPS • ,OHPS • k • 70HPS • • • ■ • crescent 26QF' UNIV • 32TRF' UNIV 42TRF UNIV ■ �descent INC • Combinations marked with a dot or shown Wfh "UNArare Awwable for ordering. MH Metal Halide CMHE Ceramic Metal Halide with Electronic Ballast HPS High Pressure Sodium QF Quad Tube Fluorescent TRF Triple Tube Fluorescent 1. Fluorescent and CMHE luminaires feature electronic ballasts that accept 120V through 277V, 50hz to 60hz, input. Specify "UNIV" voltage for 120V through 277V. 2. Not Available in 111 EM or 111 EMC. LAMP! VOLTAGE CHART --I11 FT I WT DISTRIBQJJ0_N VQI,ta- e Nam I 120 208 240 277 347 480 fT6 Lamos Supplied by Gardco I T39MH 1• • T70MH • • • • • T39CMHE' UNIV T70CMHE' UNIV CONFIGU.RATION-111EM 111EMC OR Fluorescent Disirlmion Voltage FT wT MT 120 208 240 277 347 480 260F • • • 3'2TRIF • • ■ 42TRP` • ■ • BRP Bronze Paint F Fusing 120V through 277V only. WA with Incandescent. BLIP Black Paint PCB Button Type Photocontrol Not available with 111EM. SL Solite® Diffusing Lens WP White Paint WLU Wet Location Door for Inverted Mounting NIP Natural Aluminum Paint Not available with WG option BGP Beige Paint WG Wire Guard Not available with WLU option. OC Optional Color Paint WS Wall Mounted Box for Surface Conduit Rear entry permitted. Specify Optional Color or RAL ex. OC-LGP or OC-RAL7024. EMR Luminaires -Oft. Sc Special Color Paint B84CG Bodine Emergency Battery Pack Specify. Must supply color chip. Emergency Battery Packs for EMR types MUST be ordered with luminaires and supplied by Gardco. Gardco Lighting 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.sitelighting.com © Copyright 2008 Philips Group. All Rights Reserved. International Copyright Secured Gardco Lighting reserves the right to change matedals or modify the design of its product without notification as part of the company's continuing product improvement program. 79115-97/0708 Gardco Lighting is a Philips group brand PH I L' P5 110 LINE 111 MINI SCONCE SPECIFICATIONS GENERAL: Each Gardco 111 luminaire is a wall mounted cutoff luminaire for high intensity discharge, compact fluorescent or incandescent lamps. Internal components are totally enclosed in a rain -tight, dust -tight and corrosion resistant housing. The housing, back plate and door frame are die cast aluminum. A choice of three (3) optical systems is available. Luminaires are suitable for wet locations (damp locations if inverted). HOUSING: Single -piece soft trapezoidal housings are die cast aluminum. A memory retentive gasket seals the housing with the doorframe to exclude moisture, dust, insects and pollutants from the optical system. A black, die cast ribbed backplate dissipates heat for longer lamp and ballast life. DOOR FRAME: A single -piece die cast aluminum door frame integrates to the housing form. The door frame is hinged closed and secured to the housing with two (2) captive stainless steel fasteners. The heat and impact resistant 118" (.32cm) tempered glass lens and one-piece gasket are mechanically secured to the door frame. OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted components, electropolished, anodized and sealed. Reflector segments are set in are tube image duplicating patterns to achieve the wide throw, forward throw or medium throw distributions. ELECTRICAL: Standard Luminaires: Each high power factor HID core and coil or electronic ballast is capable of providing reliable lamp starting down to-20°FI.29°C. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 302°FI150°C or higher. Plug disconnects are listed by UL for use at 600 VAC,15A or higher. Standard fluorescent units have a starting temperature of 0°FI-180C. Standard fluorescent ballasts are high power factor electronic solid state. EM and EMC Luminaires: In the event of power interruption, integral battery pack will power (1) 32W or (1) 26W compact fluorescent lamp at reduced light levels for a minimum of 90 minutes. Maintenance free battery is rated for ambient temperatures down to 32°Fl00C (EM) or-4°FI-20°C (EMC). Indicator light is visible through the lens. A test switch is accessible through the door assembly. EM and EMC units do not bear CUL label. DIMENSIONS EMR Luminaires: A 7.572.29m, 12 wire, quick disconnect assembly is provided for wiring through conduit (by others) to a Bodine B84CG fluorescent emergency battery pack. The fluorescent emergency battery pack MUST be supplied by Gardco. The B84CG option is required to be on the order to the factory. In the event of power interruption, the B84CG remote battery pack will power (1) 42W, (1) 32W, or (1) 26W compact fluorescent lamp at at reduced light levels for a minimum of 90 minutes. Maintenance free battery is rated for ambient temperatures down to 32°F/O°C. Minimum luminaire starting temperature is 0°FI-18°C. Indicator light is visible through the lens. A test switch is accessible through the door assembly. NOTE: B84CG does not bear CUL label. LAMPHOLDER: Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. T6 lamps use a G12 base, pulse rated porcelain sockets. Fluorescent sockets are high temperature PBT with brass contacts. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), natural aluminum (NP) and beige (BGP). Consult factory for specs on custom colors. LABELS: All luminaires bear either UL or CUL (where applicable) Wet Location labels. Lens down application is Wet Location and lens up is Damp Location, except when using the optional inverted Wet Location components. FULL CUTOFF PERFORMANCE: Fulleulo0perlMnance maaffe a lumnam drslrhu6anvfte zafacanwa "eamy occumx an angle of W above nark. Additionaly,the wndela per INN lamptaws does ryA numerbally Uxce@l 100 j10 pemeruj eta veaicd angle of 80' ahova nadir. This 495as to all lalenal angles around the luminaire. CUTOFF P pERFORMANCE; Comff pwlarmance rams a lumnaue d MilbuVon where the candela r v a�fd1 00 (umfifis don 10 ppwwo) at a veftai � weed [ nadir. ft *Mes aV an angle lit eral angles. mad the luminaire Mounting Plate 0 39� —'c. � 511/32' 13.57 cm 3 118' s4 �, 794 cm 12 1 /8' 17.78 -� 30.79 cm .78 cm Mounting Boll Pattern Note: Mounting plate center is located in the center of the luminaire width and 2.38" (6.03cm) above the luminaire bottom (lens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. Gardco Lighting 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.sitelighting.com m Copyright 2008 Philips Group. All Rights Reserved. International Copyright Secured. Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. 79115-9710708 Gardco Lighting is a Philips group brand PH I LI PS Lighting `Cuts' Type `C' : Hampton Inn Federal Way, WA RESUBMITTED SEP 12 2008 CITY OF FEDERAL WAY BUILDING ❑EPT. V) V) 4-j .ul) m �ESUBNlI -IFED 5 P 12 2008 C4 TY OF FEDERAL WAY "[:`�� BUILDING DEPT. F--1 Transit Series The Transit Series is a gleaming example of the versatility of Lumec. Comfortable at any mounting height, the Transit brings character to any roadway or landscape project, while maintaining performance. A broad selection of optics incorporating high- tech reflectors and Smartseal'^° technology make the Transit a sensible choice for your project's lighting needs, while keeping harmony in the design. Characteristics > Constructed from top-quality materials, the Optima Series maintains excellent performance in even the most demanding environment. > Smartseal'' optical systems (IP66) virtually eliminate Luminaire Dirt Depreciation (LDD) > Tool free access to lamp and electrical components for ease of maintenance. > SHA and SSA optical chambers reduce glare by using a unique combination of reflectors and internal prism refractors. > SCB optical chamber offers exceptional performance and cutoff with a combination of hydro -formed aluminum reflector and a tempered glass lens. > Dark -sky friendly SG optics provide full -cutoff in five distributions. > For the latest updates go to wwwlumec.com > Luminaires (Luminaires are UL and CSA approved) 30'{7S2mm} J O E E o �E �E 0 a Y �co 41/8' (105 mm) 0 I.D. TR10-SHA-PHS EPA:1.52 sq, ft. Weight: 40lbs (18.1 kg) > HID Lamps 30' (762mm) E E O J O E E - EC � m � T (-_gnmnen-yuncnuryer 50 MH, medium ✓ r• ✓ TRIO RB TR20 J 70 MH, medium J J RB ✓ 100 MH, medium ✓ J RB J 150 MH, medium J J RB J 175 MH, mogul J J RB J 250 MH, mogul ✓ N/A RB ✓ 400 MH, mogul N/A N/A N/A RB RJ' 35 HPS, medium J J RB J 50 HPS, mogul J J RB J 70 HPS, mogul ! ✓ RB J 100 HPS, mogul ✓ J RB ✓ 150 HPS, mogul ✓ ✓ RB ✓ 200 HPS, mogul J N/A RB' JI 250 HPS, mogul ! N/A RB' J° 400 HPS, mogul N/A N/A /: Available N/D: Not available IRS: Remote ballast required 1: n/a with SGFM Rh Reduced Jacket ED28 required TR20-SSA EPA:146 sq ft. > OL Lamps WATTAGE s SSQL J J 850L ✓ ✓ High frequency generator for induction lamp (4000K). Instant start. Operating range 50-60 Hz or DC. lamp minimum starting temperature -40F (-40 "C). > Optical systems lamps OL (Lamps included) SHA optics Sealed optical chamber consisting ofareflector SHA: Asymmetrical permanently assembled on top > House shield available in option (HS) of an internal prismatic globe. -SCB5 optics Sealed optical chamber consisting ofa reflector SCB5: Symmetrical permanently assembled on top of a tempered -glass sag lens. Photometry available on Lumec web site www.lumec.com > Voltages > Optical systems (Lamps not included) 120 / 208 / 240 / 277 / 347' / 480' - Not available for QL lamp SHA and 55A optics Sealed optical chamber consisting of a reflector SHAM Asymmetrical > multi -tap ballast also available permanently assembled on top SSA3M: Asymmetrical of an internal prismatic globe. > House shield available in option (HS) In the above optics, the sleeve and shutter permit exact positioning of the lamp- SHA & SSA refrators available in: ACDR: Acrylique (175 W max.) PC: Polycarbonate Add suffix to optical system code. SCB optics Sealed optical chamber consisting of reflector permanently SCB3M: Asymmetrical 71 assembled on top of a tempered -glass sag lens. > House shield available in option (HS) In the above optics,the sleeve and shutter permit exact positioning of the lamp. > see next pagefor more optical systems > Maintenance Access to intemal component The luminaire's hood can be opened by simply applying pressure on the latch located on the technical ring. The hood can then be pivoted along a hinge incorporated in the technical ring. A built-in stopper holds the cover at go' from the technical ring. F--] I 2424 5/8�5mm) TR20-SHA-SN EPA: 2.38 sq. ft.. Weight:46 Ibs (20.9 kg) SG Optics Segmented cut-off reflector system set in faceted arc -image duplicating patterns r 233/4"(602mm) TR20-SHA-GRD-TN EPA: 2.70 sq. ft. Weight:51 Ibs (23.1 kg) ' Photometry available on Lumec web site www.lumec.com > Luminaire options FS Fusing (consult factory) HS House shield GRD Decorative grid (TR20 only. Not available with SCB optics) PH8 Photoelectric cell (TRIO seulement) > Mountings (Consult —the Pole Guide for details and the complete line of mountings) CR JR TN SN UN > Configurations SGQ: Symmetrical SGI: Symmetrical SG2: Asymmetrical SG3: Asymmetrical SGFM: Forward throw > House shield available for SG2 and SG3 431/2"(1105 TR20-SCB-UN EPA:4.20 sq.ft. Weight: 53 Ibs (24.0 kg) > Poles and Pole options (Consult the Pole Guidefor details and the complete line of poles) i'Apl6ca We ro ik10 rammnirL only) APR4 TM6 SM6 sms 4 LBC2 p 4 O -0 O� O-L Or, C. p v p OJ-O + J., R Q "k OQo -O 00o O > Finishes 1A 2 2A 3 3A' 3B 4 4A' 4B' 5' M The specially formulated Lumital powder coat finish is available in a range of many standard colors. (Consult Lumec's Color Chartfor complete specifications) Luminaire Lamp Optical System Voltage Options Mounting & configuration Pole Finish �MEM Access to lamp A simple quarter -turn of the Smartseal Tm shutter provides easy access to the lamp. Quick -disconnect terminals between the lamp and the ballast tray ensure safe and easy lamp replacement. Access to ballast The tool -free drop -in unitized ballast tray is slipped into the post top box which rests on the optical support plate. Here again, the use of quick - disconnect terminals ensures safe and easy ballast maintenance. ® Lumec reserve the right to substitute materials orchange the manufacturing process ofits products without prior notfcation. Registered Lumec Inc Lumec Head Office 640, Cure-Boivin Boulevard Boisbriand, Ouebec 17G 2A7 Canada Tel.: (450) 430.7040 Fax : (450) 430.1453 A (jenlyte Company 5ome luminaires use iluoreseent or high lrltenl !Iy clisfharge (HIP) * larrllr- that contain small amov is pf mercury. sitch lam s are latieted %onta.lns Mercury" andlor vwith the symbol.' 1•IP.; Lamps that contain mercury mu St be disposed of i1) ace -With local requisernents. Information rearding lamp r-63 c€ing:and disposal L U M E C ran � found at wwwAampreg6e urg . F-. Transit Series The Transit Series is a gleaming example of the versatility of Lumec. Comfortable at any mounting height, the Transit brings character to any roadway or landscape project, while maintaining performance. A broad selection of optics incorporating high- tech reflectors and Smartseal' technology make the Transit a sensible choice for your project's lighting needs, while keeping harmony in the design. Characteristics > Constructed from top-quality materials, the Optima Series maintains excellent performance in even the most demanding environment. > Smartseal' optical systems (IP66) virtually eliminate Luminaire Dirt Depreciation (LDD) > Tool free access to lamp and electrical components for ease of maintenance. > SHA and SSA optical chambers reduce glare by using a unique combination of reflectors and internal prism refractors. > SCB optical chamber offers exceptional performance and cutoff with a combination of hydro -formed aluminum reflector and a tempered glass lens. > Dark -sky friendly SG optics provide full -cutoff in five distributions. > For the latest updates go to www.lumec.com > Luminaires (Luminaires are UL and CSA approved) 30 M mm) E E J C J O O E E v �� o E of < ao =a 41/8"(105 mm)0 I.D. TR10-SHA-PH8 EPA:1.52 sq. ft. Weight:40 Ibs (18.1 kg) > HID Lamps 50 MH, medium f-yn m,v y voa yp J ✓ TRIO RB TR20 J 70 MH, medium J J RB ./ 100 MH, medium ✓ ✓ RB J 150 MH, medium ✓ J RB J 175 MH, mogul ✓ J RB J 250 MH, mogul ✓ N/A RB ✓ 400 MH, mogul N/A N/A N/A RB RJ' 35 HPS, medium J J RB ✓ 50 HPS, mogul ✓ J RB J 70 HPS, mogul J ✓ RB J 100 HPS, mogul J J RB ✓ 150 HPS, mogul J ✓ RB ✓ 200 HPS, mogul ✓ N/A RB' ✓' 250 HPS, mogul J N/A RB' J' 400 HPS, mogul N/A N/A N/A RB' ./:Available N/D: Not available RB: Remote ballast required 1: n/a with SGFM RJ: Reduced Jacket ED28 required 30-VUMM) J E E E E O � TR20-SSA EPA:1.46 sq. ft. > OL Lamps SSOL ✓ ✓ 85QL I ✓ 1 J High frequency generator for induction lamp (4000K). instant start. Operating range 50-60 Hz or DC. lamp minimum starting temperature -40F (40 "C). > Optical systems lamps OL (Lamps included) SHA optics Sealed optical chamber consisting ofareflector SHA: Asymmetrical permanently assembled on top > House shield available in option (HS) of an internal prismatic globe. ASCB5 optics Sea led optica I chamber consisting of a reflector SCB5: Symmetrical permanently assembled on top of a tempered -glass sag lens. ' Photometry available on Lumec web site www.lumec.com > Optical systems (Lamps not included) SHA and SSA optics Sealed optical chamber consisting of a reflector SHAM: Asymmetrical permanently assembled on top SSA3M: Asymmetrical of an internal prismatic globe > House shield available in option (HS) In the above optics, the sleeve and shutter permit exact positioning of the lamp. SHA & SSA refrators available in: ACDR: Acrylique (175 W max.) PC: Polycarbonate Add suffix to optical system code. SO optics Sealed optical chamber consisting of a reflector permanently SC63M: Asymmetrical assembled on top of a tempered -glass sag lens. > Houseshield available in option (HS) In the above optics, the sleeve and shutter permit exact positioning of the lamp. > see next pagefor more optical systems > Maintenance > Voltages 120 / 208 / 240 / 277 / 347' / 480' 'Not available for QL lamp > multi -tap ballast also available Access to internal component The luminaire's hood can be opened by simply applying pressure on the latch located on the technical ring. The hood can then be pivoted along a hinge incorporated in the technical ring. A built-in stopper holds the cover at go* from the technical ring. It a E I 1 24 5/8' (625 mm) TR20-SHA-SN EPA: 2.38 sq. ft. Weight: 461bs (2Q9 kg) SG Optics Segmented cut-off reflector system set in faceted arc -image duplicating patterns 23 3/4"(602 mm) TR20-S HA-G R D-TN EPA: 2.70 sq. ft. Weight:51 Ibs (23.1 kg) ' Photometry available on Lumec web site www.lumec.com > Luminaire options FS Fusing (consult factory) HS House shield GRD Decorative grid (TR20 only. Not available with SCB optics) PH8 Photoelectric cell (TRIO seulement) SGQ: Symmetrical SG1: Symmetrical SG2: Asymmetrical SG3: Asymmetrical SGFM: Forward throw > House shield available for SG2 and SG3 > Mountings (Consult theMECuIddr fordetaillssfl and the complete line of mountings) T� CR JR TN SN UN > Configurations I_ t 43 1/2'pMmm) TR20-SCB-UN EPA: 4.20 sq ft. Weight:53 Ibs (24.0 kg) > Poles and Pole options (Consult the Pole Guide for details and the complete line of poles) ('Applicable to TRIO luminaire only) APR4 TM6 SM6 SM8 4 0 -0 0-0 01 CIb °'°'° p °�° + ob° R Cl"'O + �o s LBC2 > Finishes ' 1A 2 2A 3 3A' 3B 4 4A' 4B' 5. M The specially formulated Lumital powder coat finish is available in a range of many standard colors. (Consult Lumec's Color Chartfor complete specifications) > Ordering sample Luminaire Lamp Optical Sy5tem Voltage Option5 Mounting & configuration Pole Fin TR10 100 HPS SHA3M-ACDR 240 H5 CRAA SM6-12 I GNI Access to lamp A simple quarter -turn of the Smartseal iM shutter provides easy access to the lamp. Quick -disconnect terminals between the lamp and the ballast tray ensure safe and easy lamp replacement. Access to ballast The tool -free drop -in unitized ballast tray is slipped into the post top box which rests on the optical support plate. Here again, the use of quick - disconnect terminals ensures safe and easy ballast maintenance. © Lumec reserve the right to substitute materials orchange the manufacturing process ofits products without prior notiifcatior; Registered Lumec lnc Lumec Head Office 640, Cure-Bowin Boulevard Boi5briand, Ouebec 17G 2A7 Canada Tel, : (450) 4307040 Fax : (450) 430.1453 A Genlyte Company Some lvminwes use fluorescent ar hlgh intensity cilscharge (HID) lardp5 that contain 5mall.amounts of mercury- Such lardfifis are labeled "Cantains rlletcul ' andlor with the syrnnal " Hg." U mp5 thM contain memury must he dls sed & In accordance wittl laca) rqurreirients.;lnrorrnatlon fegar ing )amp regeling.and dfspml can b^ found ; T www,.I;i m pm"cl"rg Lighting `Cuts' Type `U : Hampton Inn Federal Way, WA RESU13MITTE SEP 12 2008 Gf BUILD NG DEPT. Bollard (RB30) http://www.hadco.corr �jco/Public/ProductDetail.aspx?pid=505&Id=8 "da Click here to register. I Login earth Products C& NAQG�"' products Nero Training AboutHadco Representative Locator Bollard (RB30): Landscape: Line Voltage: Bollards Ft Beacons Specifications Housing: Die-cast aluminum. Constructed of 5" diameter e—ded aluminum (1/8" wall). Head assembly is mounted to lower housing with three (3) stainless steel screws Fasteners are 300: Finish: Optional CraftSome— finish Is highly weather -resistant and bonded to the aluminum substrate. Thermoset polyester powdercoat is electrostatically applied after a five -stage ornverslon chu IMF— tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/AS 11 G53-77 specifications Optical Assembly: Clear molded glass lens. Highly reflective white paint on spun aluminum rings, mounted an the underside of louvers Electrical Assembly: 26W Fluorescent socket is a GX24Q-3 base. 32W Fluorescent socket is a G724Q-3 base. 42W Fluorescent socket is a GX24Q-4 base. Standard quad -volt core and roll mo power factor, dipped in molsture-resistant epoxy orating. Fluorescent uses electronic ballasts. Ballast: HID ballasts are HPF core and coil, Factory wired and tested, mounted or a key -slotted removable tray with quick disconnect for easy Installation Ballasts shall provide+/-5% lamp power re electronic (-20" F cold weather start) Installadon B. Mounting: VOLTAGE CAUTION: Same local interpretation of the NEC Section 210-6 only permit Ne use of 120 volt fixtures when they are mounted below B'. Check wif local at ACC H—.1 lnfor 40001 secured to anchor foundation by three (3) galvanized steel bolts and nuts Before installing anchor bolls, contact factory for latest mounting template. Ea Specification Sh Warranty: Three-year limitedwamanty. Photometries Certlfiadon: UL Listed! to US. safety standards for wet locations. cuL Listed to Canadian safety standards for wet locations. Manufactured to 150 9001:2000 Standards. ti Instruction Sheet Height : 32 1/4" (818mm) n Line Art Width: 10 1/8" (257mm) V Product Shots Max. Weight: 4.1 Its. Ordering Guide Example: RB30 A AO 705 E Product Code RB30 Ballard Finish A Black H Bronze !r w' L Limestone 1 S Sandstone (Lens AO Clear, Symmetric Wattage 70S 70W HPS 1005 100W HPS 70H 70W MH 100H 100W MH SOS 50W HIPS 50H SOW MH 42F 42W CFL 1001 100W INC Veltage E 120V F 208V RESUBmi-p 1 L TTE G 240 V H 277V SEP 1 2 20u K CITY OF FEDERAL WAY BUILDING DEPT. 1 of 2 9/4/08 2:28 PM Bollard (RB30) http://www.hadco.corr , co/Publis/ProductDetail.aspx?pid=505&Id=8 HAQC� Click here to register. I Login earth Products = Search a& Products Ne— Training About Hadco I -Representative Locator Bollard (RB30): Landscape: Line Voltage: Bollards & Beacons " {g Specifications W4_6 !busing: Die-cast aluminum. Constructed or 5" diameter extruded aluminum (1/8" wall), Head assembly is mounted to lower housing with three (3) stainless steel screws Fasteners are 300 Finish: Optional CraftStone" finish Is highly weather -resistant and bonded to the aluminum substrate. Thermoset polyester powdercaat is electrostatically applied after a five -stage conversion de: tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASrM G53-77 specifications. Optical Assembly: Clear molded glass lens. Highly reflective white paint on spun aluminum rings, mounted on the underside of louvers. Electrical Assembly: 26W Fluorescent socket is a GX24Q-3 base. 32W Fluorescent socket Is a GX24Q-3 base 42W Fluorescent socket is a GX24Q-4 base. Standard quad -volt core and coil mo Power factor, dipped In molsture-resistant epoxy coating. Fluorescent uses electronic ballasts Ballast: HID ballasts are HPF care and wil, factory wired and tested, mounted to a key -slotted removable may with quick disconnect for easy Installation. Ballasts shall provide+/-5% lamp power m electronic (.20° F cold weather start). Installation & Mounting: VOLTAGE CA1713ON: Some local Interpretation of the NEC Section 210-6 only permit the use of 120 ,It fixtures when they are mounted below B'- Check with local ai AgBIf[wMt In(gr„1M(on secured to anchor foundation by three (3) galvanized steel bolts and nuts- Before Installing anchor bolts, contact factory for latest mounting template. 0 Specification Sh Warranty: Three-year limited warranty- Photornetrics Certification: uL listed to U.S. safety standards for wet locations. cuL listed to Canadian safety standards for wet locations Manufactured to 150 9001:200D Standards, Instruction Sheet Height : 32 1/4" (618mm) Line Art Width: 10 1/8" (257mrrt) iy Product Shots Max, Weight: 41 Its. Ordering Guide Example: RB30 A AO 705 E product Code RB30 Bollard Finish A &ack H Bronze Y z L limestone y S Sandstone t` Lens AO Clear, Symmetric Wattage, 705 70W HPS 1005 10OW HPS 70H 70W MH IOOH 100W MH 50S SOW HPS 50H SOW MH 42F 42W CFL 1001 100W INC YeAu4e E 120V F 208V G 240V H 277V P E SUBMITTEa SEP 1 2 2008 CITY OF FEDERYiB PM 1 of 2 t BUILDING DW CITY OF � Federal January 22, 2008 CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Mr. Ed Abbot Abbot Heys and Associates, Inc. 1221 2ttd Avenue, Suite 300 Seattle, WA 98101 _ r _ Re: Permit #07-106838-00-MF; PLANNING DIVISION —FIRST BUILDING PERMIT REVIEW COMMENTS Hampton Inn & Suites, 31626 28`h Avenue South, Federal Way Dear Mr. Abbott: Planning staff has completed review of the building plans submitted December 19, 2007, for the above - referenced hotel development. Please note, the City of Federal Way is reviewing this building permit application concurrent with State Environmental Policy Act (SEPA) and Process III Land Use review. No building permit will be issued for the proposed development prior to the completion of SEPA and Process III review and issuance of decisions related to each. In addition, it is possible that further site and/or building modifications may be necessitated as outcome of these concurrent review processes. The following are Planning Division review continents for the December 19, 2007 submittal. 1. Site Plan • Two existing parking stalls located partially on the subject site and partially on the lot adjacent to the subject site are not viable parking stalls. In addition, the loss of these parking stalls should be taken into consideration in documenting that parking requirements can be met for the hotel project and overall Gateway Center development. Reference parking review comments that are contained in a separate January 11, 2008, letter from this department. • The refuse area needs to be a minimum of 18 feet in interior width (the site plan indicates a width of 14 feet). The proposed location for the refuse area does not appear to meet accessibility requirements (specifically, if cars are occupying the adjacent parking stalls access to the refuse area will be blocked). The applicant is advised to contact the City's waste manager (Waste Management's Senior Route Manager John Davis at 206-786-4530 [cell]). • Provide the International Building Code structure type and occupancy classifications. 2. Landscaping • Quantify on the landscape plans how the 25 percent minimum drought tolerant -plant materials requirement is being met (Federal Way City Code [FWCC] 22-1564[f]). Permit N07-10683S-00-W - Doc. I.D. 43767 Mr. Ed Abbot Page 2 January 22, 2008 • Provide the dimensioning and square footage for each of the proposed interior parking lot landscape islands and total area for proposed interior parking lot landscaping. For 109 parking stalls, a minimum of 2,398 square feet of interior parking lot landscaping must be provided (109 stalls times 22 square feet per stall equals 2,398 square feet). • Provide foundation landscaping beds along the entire length of the west fagade. Specifically, foundation planting beds should be added in the area adjacent to the rooms as indicated on the site plan sheet AS-1. • Each interior parking lot landscape island must contain at least one tree (two if the island is larger than 150 square feet) and must also contain shrubs and groundcover planted throughout. The planting plan and materials list must be revised to provide for additional planting materials to meet this requirement. , • Indicate how the proposed parking lot landscaping is integrated with the existing parking lot landscaping in the parking area to the southwest. • Identify the perimeter landscape areas with the label, "Type III perimeter landscaping." The perimeter landscape areas must be planted with a mixture of evergreen and deciduous trees, large shrubs (24 inches minimum height), and groundcover. The planting plan and materials list must be revised to provide for additional trees, shrubs, and groundcover to provide for a continuous screen along the north and east perimeter planting areas. 3. Lighting Plan • The north arrow is shown incorrectly on the plan, please correct. • The lighting plan shows portions of the parking lot located on the north and east sides of the building are not illuminated. The applicant may wish to consider providing additional lighting within these areas of the parking lot. * Revise the lighting plan to show the proposed building -mounted and landscaping lighting. Please submit five copies of revised plans and include a resubmittal form with each resubmittal. If you have any questions, I may be contacted at 253-835-2644, or ianet_shull cit offederalway.coni. Sincerely, qJtShAC or Planner Enc: Resubmittal Form c: Scott Sproul, Assistant Building Official Permit #07-106838-00-MF Doc, CD. 43767 Hampton Inn & Suites Page 1 of 1 Sean Wells - Hampton Inn & Suites From: "Jonathan Staats" <jstaats@lakehaven.org> To: <Sean.Wells@cityoffederalway.com> Date: 12/11/2007 4:19 PM Subject: Hampton Inn & Suites Sean, I am the technician that was assigned to the Hampton Inn & Suites project. I noticed an error in the SEPA checklist that will be addressed in our plan review; comment below, I just wanted to provide an FYI. Storm Drain / Detention Pond: Revise plans to call -out what appears to be a detention vault on the south end of the building. The proposed 8" PVC line from the detention pond into SSMH #2 will not be allowed. This violates Lakehaven standards, revise plans as required. 3onathan Staats Engineering Technician II Lakehaven Utility District http://www.lakehaven.oro[5*ndards.htrn FAX 253-529-4081 NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. All fees and charges subject to change without notice. file://CADocuments and Settings\default\Local Settings\Temp\XPgrpwise\475EB8A7CHP... 1/17/2008 r HEATH & ASSOCIATES, INC. HAMPTON INN TRAFFIC IMPACT ANALYSIS FEDERAL WAY, WA Prepared for: Ed Abbott Transportation and Civil Engineering O"j Abbott Heys & Associates, Inc. 830 4th Ave S, Ste 201 Seattle, WA 98134 RECEIVED Revised AUGUST 2007 S E P Z 12007 CITY OF FEDERAL WAY BUILDING DEPT, 2214 Tacoma Road • Puyallup, WA 98371 • (253) 770-1401 • Fax (253) 770-1473 HAMPTON INN TRAFFIC IMPACT ANALYSIS TABLE OF CONTENTS I. Introduction..................................................................................................................3 II. Project Description........................................................................................................3 III. Existing Conditions......................................................................................................3 IV. Future Traffic Conditions...........................................................................................10 V. Conclusions and Mitigation........................................................................................16 Appendix LIST OF TABLES 1. Existing Level of Service.............................................................................................9 2. Accident History.........................................................................................................10 3. Trip Generation..........................................................................................................11 4. Future Level of Service..............................................................................................15 LIST OF FIGURES 1. Vicinity Map & Roadway System................................................................................4 2. Site Plan........................................................................................................................5 3. Existing PM Peak Hour Volumes................................................................................8 4. Trip Distribution & Assignment................................................................................12 5. 2008 PM Peak Hour Volumes Without Project .......................................................13 6. 2008 PM Peak Hour Volumes With Project..............................................................14 RECEIVE® SEP 2 1 2007 CITY OF FEDERAL WAY BUILDING DEPT. 2 HAMPTON INN TRAFFIC IMPACT ANALYSIS I. INTRODUCTION This study serves to investigate traffic impacts related to the accesses of the proposed Hampton Inn project. The primary goals of this study concentrate on the assessment of existing roadway conditions and intersection congestion, forecasts of newly generated project traffic, and estimations of future delay. Preliminary tasks include the collection of roadway information, road improvement information, and peak hour traffic counts. A detailed level of service analysis of the existing volumes is then made to determine the present degree of congestion on the network. Based on this analysis, forecasts of future traffic levels on the surrounding street system are determined. Following this forecast, the future service levels for the key intersections are investigated. As a final step, applicable conclusions and possible mitigation measures are defined. II. PROJECT DESCRIPTION The proposed project is a hotel with 143 guest rooms located in the Federal Way area of King County. The project site is located on the south side of S 317th Street and the east side of Gateway Center Blvd. Access is to be provided by a driveway on Gateway Center Blvd. A gated emergency access is also to be located further north on Gateway Center Blvd. Other nearby land uses include another hotel to the south of the site, and primarily retail/commercial in the general vicinity. Figure 1 on the following page shows the site location and roadway map while Figure 2 shows the site plan and access configuration for the project. III EXISTING CONDITIONS A. Surrounding Street Network The street network serving the proposed project consists of a variety of roadways. Primary streets serving the site are two-lane arterials and multi -lane state routes. Characteristics for most roadways vary with respect to lane widths, grades, speeds, and function. Differences are based on specific roadway designations and proximity to major employment areas to the north. The major roadways and arterials surrounding the site are listed and described on page 6. S 304Th ST HAMPTON INN HEATH & ASSOCIATES, INC VICINITY MAP 4. ROADWAY SYSTEM Transportation and Civil Engineering FIGURE I U 1l�Wl! I1r [ L i r II � q �4 ■ � ah" r . j 11 J' \ r HAMPTON INN HEATH & ASSOCIATES, INC SITE PLAN Transportation and Civil Engineering FIGURE 2 Gateway Center Boulevard is a north -south roadway that borders the west edge of the project. This road serves the Gateway Center shopping center. One lane per direction plus a center turn lane is provided for most of the length. Shoulders are composed of curb/gutter/sidewalk, and the posted speed limit is 25 mph. Grades are up to roughly 4 percent. South 317th Street is an east -west two-lane roadway that borders the north edge of the property. The posted speed limit is 35 mph, and lane widths are approximately 12 feet. A raised median is provided at the intersection with Gateway Center Blvd. Shoulders consist of curb/gutter/sidewalk. Grades are generally level. 28th Avenue South is a north -south arterial which lies to the north of the project. The posted speed limit along this road is 35 mph, while lane widths are each approximately 11 feet. Grades are generally level to rolling along the corridor with slopes ranging from 0 to 5 percent. South 320th Street is a major multilane east -west arterial that lies to the south of the project. The posted speed limit is 35 mph, and lane widths are 12 feet. Turn lanes are provided at major intersections. Shoulders are curb/gutter/sidewalk or curb/gutter section. Grades are generally mild with slopes of 0 to 5 percent in the vicinity. B. Roadway Improvements A review of the 2007 to 2012 City of Federal Way Road Improvement Program indicates several projects scheduled for the project vicinity. S 320th Street from 8th Ave S to SR-99: Improvements include HOV lanes, a raised median, and illumination. The cost is $6,765,000. S 320th Street @ 20th Avenue S: Add a second EB and a WB left turn lane. The cost is listed at $1,482,000. S 312th Street @ 28th Avenue S: This improvement involves the addition of a SB right turn lane at a cost of $136,000. In addition to the above projects, the WSDOT I-5/S 317th Street ramp improvements have been finalized. This project added an HOV ramp access to 317th Street, with a roundabout at the intersection of 28th Avenue/317th Street. C. Peak Hour Volumes Field counts for this study were taken in August of 2006 during the evening peak period between the hours of 4 PM and 6 PM. The PM peak hour was used for analysis purposes since it generally represents the worst case scenario for most commercial developments with respect to traffic conditions. This is primarily due to the common 8 AM to 5 PM work schedule and the greater number of recreation and shopping trips associated with the late afternoon period. Residents typically return home after work during the same general time period of the day, which results in a natural peak in evening traffic when combined with traffic oriented toward the project. Shown in Figure 3 are the weekday PM peak hour volumes for the primary intersections of Gateway Ctr Blvd/317th St and 28th Ave/317th St. D. Level of Service Description Existing peak hour delays were determined using the Highway Capacity Manual. Capacity analysis is used to determine level of service (LOS) which is an established measure of congestion for transportation facilities. LOS is defined for a variety of facilities including intersections, freeways, arterials, etc. A complete definition of level of service and related criteria can be found in the HCM. The methodology for determining the LOS at signalized intersections strives to determine the volume to capacity (v/c) ratios for the various intersection movements as well as the average control delay for those movements. Delay is generally used to measure the degree of driver discomfort, frustration, fuel consumption, and lost time. Control delay, in particular, includes movements at slower speeds and stops on intersection approaches as vehicles move up in queue position or slow down upstream of an intersection. Aside from the overall quantity of traffic, three specific factors influence signalized intersection LOS. These include the type of signal operation provided, the signal phasing pattern, and the specific allocation of green time. The methodology for determining the LOS at unsignalized intersections strives to determine the potential capacities for the various vehicle movements and ultimately determines the average total delay for each movement. Total delay is described as the elapsed time from when a vehicle stops at the end of a queue until the vehicle departs from the stop line. Average total delay is simply the mean total delay over the entire stream. A number of factors influence potential capacity and total delay including the availability/usefulness of gaps. The range for intersection level of service is LOS A to LOS F with the former indicating the good conditions and the latter indicating the worst conditions with heavy control delays. Detailed descriptions of intersection LOS are given in the 2000 Highway Capacity Manual. Existing LOS is shown in Table 1 on page 10. Level of service calculations were made using the Synchro 6 computer analysis program. The Synchro model was provided by the City of Federal Way. The model was updated with laneage, and the new roundabout at 28th Ave/317th St. In addition, volumes and peak hour factors were updated based on the existing counts shown in the appendix and Figure 3. Synchro output, found in the appendix, is based on HCM intersection capacity analysis. The HCM output for roundabouts consists of a low and high end v/c estimation N hAMPTON INN HEATH & ASSOCIATES, INC EXI5TING PM PEAK HOUR VOLUME5 Transportation and Civil Engineering FIGURE 3 TABLE 1 Existing Level of Service Intersection Control Geometry LOS Delay Gateway Ctr/317th St Stop Northbound RT B 10.0 28th Ave/317th St Round Eastbound v/c = 0.26 about Westbound v/c = 0.50 Southbound v/c = 0.26 E. Non -Motorist Traffic Volumes Observations for pedestrian and bicycle activities were made at several road segments serving the site. Minor amounts of non -motorist activity were noted during peak hour counts and during other visits to the area. Based on the location of the proposed development in relationship to areas that might attract non -motorist traffic, some light pedestrian traffic may be expected along the area roadways. Sidewalks are provided along Gateway Center Blvd and 317th Street. F. Transit Service A review of the King County Metro Transit web site indicates ample transit opportunities are provided in the vicinity of the site. The new Federal Way Transit Center at 317th St and 23rd Ave is a major stop for the following bus routes: 174, 181, 182, 183, 187, 194, 197, 402, 500, 501, 565, 574, 577, 901, and 903. Refer to the King County Metro website (transit.metrokc.gov/) for details on route stops and times. For this analysis, no trip reductions were used in forecasting future traffic conditions for a conservative analysis. G. Sight Distance at Access Driveways An examination of the proposed access driveway on Gateway Center Blvd was made to determine whether adequate entering and stopping sight distance could be provided for inbound and outbound project traffic. According to AASHTO standards, a minimum entering sight distance of 335 feet is required for a 30 mph design speed. Gateway Ctr Blvd has a posted speed limit of 25 mph. Based on general field reviews, the proposed access on Gateway Ctr Blvd should be able to provide adequate sight distance. General verification of sight distance should be done at the time of final review. H. Accident History A list of the recorded accidents for the key intersections and corridors was provided by the City of Federal Way. The list covered accidents from 2003 through 2005. A summary of the accident totals per year is given in Table 2 on the following page. TABLE 2 Accident History Collisions Per Year Location 28th Ave S & S 317th St Gateway Center Blvd & S 317th St 2003 2004 2005 0 0 1 0 0 0 As shown in the table, these two locations have little accident data recorded for the last 3 years. This is to be expected, as the intersections involve relatively low speeds and volumes. The one accident logged at 28th Ave/317th St involved a parked vehicle. It should be noted that the intersection of 28th Ave/317th St has been converted to a roundabout. While accidents cannot be totally eliminated due to the human and vehicle elements, accidents due to problems with the roadway design elements can be reduced. However, the area roadways have adequate sight distance and no notable geometric problems. The inclusion of Hampton Inn traffic would not be expected to increase the rate of accidents at these locations. IV. FUTURE TRAFFIC CONDITIONS A. Trip Generation Trip generation is used to determine the magnitude of project impacts on the surrounding street system. This is usually denoted by the specific number of trips, which enter or exit a site during a designated time period. Generation data was taken from the well-known Institute of Transportation Engineers publication Trip Generation, Seventh Edition. The specific land use for this site is Hotel (LUC 310). Hampton Inns typically cater to business travelers, similar to Marriott Courtyards and Fairfield Inns. There is an ITE land use for Business Hotel (LUC 312), however, LUC 312 was not used since it has a small database. Therefore LUC 310 was determined to be more appropriate for a conservative analysis. The variable of occupied rooms was used, with ITE average rates as directed by the City of Federal Way. The analysis assumes full occupancy of the 143 rooms for a worst case scenario. Hotels typically operate with some vacancies. Table 3 gives a summary of project traffic for the full 143 occupied rooms of hotel. Average Daily Traffic and AM and PM peak hour volumes are given. 10 TABLE 3 Project Trip Generation 143 Occupied Rooms of Hotel Time Period Volume AWDT 1276 vpd AM Peak Inbound 56 vph AM Peak Outbound 40 vph AM Peak Total 96 vph PM Peak Inbound 49 vph PM Peak Outbound 51 vph PM Peak Total 100 vph As shown in the table, the AM peak hour is expected to have slightly fewer trips than the PM peak hour. The inbound/outbound split for the PM peak is 49 percent entering and 51 percent exiting. It should be noted that actual trip generation for this site may be expected to be somewhat lower. A complimentary shuttle service to/from the Sea-Tac Airport may be expected, as similarly provided by the adjacent Marriott Courtyard. This service would reduce trips generated for the site, especially in light of the business traveler clientele that Hampton Inns typically cater to. In addition, a public transit center is located close by. However, no reductions in trip generation were made for a conservative analysis. B. Parking Requirements A parking study was performed for the Hampton Inn in Federal Way. The results of this study indicate that a peak parking demand of 109 parking spaces may be expected for this project. The proposed site plan for Hampton Inn will provide 109 stalls. C. Trip Assignment and Distribution The destination and origination of future project traffic primarily dictates how trips will disperse at nearby intersections. Trips generated by the project are expected to follow the general pattern shown in Figure 4. Included in Figure 4 are the trip assignments for intersections expected to receive 10 trips or more. In addition, the figure extends the distribution beyond the 10 trip intersections for the area street network. As shown in the figure, the split on the adjacent roadways is 50% northerly and 30% southerly on I-5, with the remaining 20% split among 28th Avenue, 320th Street, 316th Street, and 312th Street. Note that a significant amount of the project traffic to/from I-5 is expected to use the new HOV ramp to access 317th Street. Also, the raised median on 317th St across Gateway Ctr Blvd would cause some movements to divert, likely using the circulation road for the parking lot to the west of the site. 11 0-10. STOP-38 G� 39 5 304TH 5T N 6—� STOP �O F88 3 0 2� 2 3 0 'Ok-a 3j 2 �2 3G—*-35 0 5 3 12TH 5T �1 50% I W I 1 W G% 1-5 Ua u uu _ 1- > m = � 22 l0 O I 3 Qd I`_►� N 5 N 3 I GTh--- ST I %% N 23 sTOP STOP 3 2 2 531 5T 13�j I I 1 �p -.t SfTE 13 0 O 3 O �0 J 0 �J 5 320TH 5T O O 3 4 0J I0 9 + +--5 30%O 3� �p 0-1100. 0� 4-0 0 0—► 4-0 t l 0 6 1 0 0 O z o jj 4 39 STOP 3 ry O 1l 12 I 3-11. 4-2 PM PEAK HOUR TRIPS 0 43 2� �p INBOUND: 49 VPH OUTBOUND: 51 VPH NAMPTON INN HEATH & ASSOCIATES, INC TRIP D15TRJBUTION � A551GNMENT " Transportation and Civil Engineering FIGURE 4 L D. Future Traffic Volumes The owners of the project anticipate a completion date for the build out of this project by 2008. The year 2008 was therefore used as the horizon study year. Future 2008 traffic volumes without the project were derived by applying a 3 percent annual growth rate to the volumes of Figure 3. Future 2008 PM peak hour volumes without the project are shown in Figure 5. Future 2008 PM peak hour volumes with project traffic included are shown in Figure 6. E. Future Level of Service The results of the future level of service analysis are given in Table 4 shown below. These results were again determined using the Synchro analysis program. For this future analysis, the signalized intersections were given cycle lengths no longer than 120 seconds. Intersection improvements noted in the Federal Way TIP were also incorporated for the analysis. TABLE 4 2008 Level of Service Without and With Project Without Project With Project Intersection Control Geometry LOS Delay LOS Delay Gtwy Ctr/317th St Stop Northbound B 10.2 B 10.7 28th Ave/317th St Round Eastbound v/c = 0.27 v/c = 0.31 about Westbound v/c = 0.53 v/c = 0.58 Southbound v/c = 0.28 v/c = 0.29 Gtwy Ctr/Entrance Stop Westbound - - A 9.0 Southbound LT - - A 7.4 As shown in the table, the addition of project traffic is expected to generally have little effect on project delays. Most approaches at the key intersections listed are expected to have significant delays without or with project traffic included. The threshold for City of Federal Way is a maximum Xc ratio of 1.00 and a minimum level of service of LOS E for signalized intersections. F. Left Turn Lane Warrants For this impact study, procedures described by the WSDOT Design Manual Figure 910- 9a would be used to ascertain left turn lane requirements on Gateway Center Blvd at the project entrance. However, a two way left turn lane is already provided along Gateway Center Blvd at this location. 15 V. CONCLUSIONS AND MITIGATION The Hampton Inn project is located on the south side of S 317th Street and the east side of Gateway Center Blvd. The hotel is to contain 143 guest rooms. Roughly 1276 daily trips would be created on a typical weekday of which approximately 100 trips are expected into and out of the site during the PM peak hour. During the AM peak hour, 96 total trips are expected to be generated. Pedestrianibicyclist traffic along the major roadways is presently minor to moderate. Transit service is provided from the new Federal Way Transit Center located to the west on 312th Street. Existing delays are shown in Table 1. Existing delays are generally moderate to heavy at the key intersections. Future delay conditions in the area are outlined in Table 4. With added project -related trips, some increases in intersection delay would be realized at the key intersections. The City of Federal Way has several roadway improvements in the project vicinity according to the 2007-2012 Transportation Improvement Plan. These improvements include S 320th St from 8th Ave to SR-99, S 320th St @ 20th Ave S, and S 312th St @ 28th Ave S. Proposed mitigation is pro-rata share contribution towards the Federal Way TIP projects identified above. Dollar amounts would be based on Hampton Inn PM peak hour trips, total PM peak hour volumes, and the TIP project cost as provided by the City of Federal Way. No other mitigations are identified. 16 HAMPTON INN TRAFFIC IMPACT ANALYSIS APPENDIX 17 LEVEL OF SERVICE The following are excerpts from the 2000 Highway Capacity Manual - Transportation Research Board Special Report 209. Quality of service requires quantitative measures to characterize operational conditions within a traffic stream. Level of service (LOS) is a quality measure describing operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Six LOS are defined for each type of facility that has analysis procedures available. Letters designate each level, from A to F, with LOS A representing the best operating conditions and LOS F the worst. Each level of service represents a range of operating conditions and the driver's perception of those conditions. Level -of -Service definitions The following definitions generally define the various levels of service for arterials. Level of service A represents primarily free -flow operations at average travel speeds, usually about 90 percent of the free -flow speed for the arterial classification. Vehicles are seldom impeded in their ability to maneuver in the traffic stream. Delay at signalized intersections is minimal. Level of service B represents reasonably unimpeded operations at average travel speeds, usually about 70 percent of the free -flow speed for the arterial classification. The ability to maneuver in the traffic stream is only slightly restricted and delays are not bothersome. Level of service C represents stable operations; however, ability to maneuver and change lanes in midblock locations may be more restricted than in LOS B. and longer queues, adverse signal coordination, or both may contribute to lower average travel speeds of about 50 percent of the average free -flow speed for the arterial classification. Level of service D borders on a range in which small increases in flow may cause substantial increases in approach delay and hence decreases in arterial speed. LOS D may be due to adverse signal progression, inappropriate signal timing, high volumes, or some combination of these. Average travel speeds are about 40 percent of free -flow speed. Level of service E is characterized by significant delays and average travel speeds of one- third the free -flow speed or less. Such operations are caused by some combination of adverse progression, high signal density, high volumes, extensive delays at critical intersections, and inappropriate signal timing. 18 Level of service F characterizes arterial flow at extremely low speeds, from less than one- third to one -quarter of the free -flow speed. Intersection congestion is likely at critical signalized locations, with long delays and extensive queuing. These definitions are general and conceptual in nature, and they apply primarily to uninterrupted flow. Levels of service for interrupted flow facilities vary widely in terms of both the user's perception of service quality and the operational variables used to describe them. For each type of facility, levels of service are defined based on one or more operational parameters that best describe operating quality for the subject facility type. While the concept of level of service attempts to address a wide range of operating conditions, limitations on data collection and availability make it impractical to treat the full range of operational parameters for every type of facility. The parameters selected to define levels of service for each facility type are called "measures of effectiveness" or "MOE's", and represent available measures that best describe the quality of operation on the subject facility type. Each level of service represents a range of conditions, as defined by a range in the parameters given. Thus, a level of service is not a discrete condition, but rather a range of conditions for which boundaries are established. The following tables describe levels of service for signalized and unsignalized intersections. Level of service for signalized intersections is defined in terms of average control delay. Delay is a measure of driver discomfort, frustration, fuel consumption and lost travel time, as well as time from movements at slower speeds and stops on intersection approaches as vehicles move up in queue position or slow down upstream of an intersection. Level of service for unsignalized intersections is determined by the computed or measured control delay and is determined for each minor movement. Signalized Intersections -Level of Service Control Delay per Level of Service Vehicle (sec) A <_10 B >10and <_20 C >20 and :535 D > 35 and s55 E > 55 and :580 F > 80 19 Unsignalized Intersections - Level of Service Level of Service A B C D E F Average Total Delay per Vehicle sec <_10 > 10 and <_ 15 >15and <_25 >25 and :535 >35 and :550 > 50 As described in the 2000 Highway Capacity Manual, level of service breakpoints for all - way stop controlled (AWSC) intersections are somewhat different than the criteria used for signalized intersections. The primary reason for this difference is that drivers expect different levels of performance from distinct kinds of transportation facilities. The expectation is that a signalized intersection is designed to carry higher traffic volumes than an AWSC intersection. Thus a higher level of control delay is acceptable at a signalized intersection for the same level of service. AWSC Intersections - Level of Service Level of Service A B C D E F Average Total Delay per Vehicle sec <10 > 10 and 515 > 15 and :525 >25and<_35 > 35 and :550 > 50 20 Summary of Trip Generation Calculation For 143 Occupied Rooms of Hotel March 06, 2007 Average Rate Standard Deviation Adjustment Factor Driveway Volume Avg. Weekday 2-Way Volume 8.92 6.04 1.00 1276 7-9 AM Peak Hour Enter 0.39 0.00 1.00 56 7-9 AM Peak Hour Exit 0.28 0.00 1.00 40 7-9 AM Peak Hour Total 0.67 0.84 1.00 96 4-6 PM Peak Hour Enter 0.34 0.00 1.00 49 4-6 PM Peak Hour Exit 0.36 0.00 1.00 51 4-6 PM Peak Hour Total 0.70 0.87 1.00 100 AM Pk Hr, Generator, Enter 0.35 0.00 1.00 50 AM Pk Hr, Generator, Exit 0.29 0.00 1.00 41 AM Pk Hr, Generator, Total 0.64 0.84 1.00 92 PM Pk Hr, Generator, Enter 0.42 0.00 1.00 60 PM Pk Hr, Generator, Exit 0.32 0.00 1.00 46 PM Pk Hr, Generator, Total 0.74 0.89 1.00 106 Saturday 2-Way Volume 10.50 4.11 1.00 1502 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.87 0.94 1.00 124 Sunday 2-Way Volume 8.48 3.42 1.00 1213 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total 0.75 0.88 1.00 107 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS City of Federal Way Corridor Report 07/12/2006 Report Period: 02/28/2003 to 02/28/2006 Corridor: S 317 ST between GATEWAY CENTER BLVD S and 28 AV S Year: 2005 Date Time Of Case Direction Num Num Hit & Tot Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Ini PDO Run Veh Tue-10/04/2005 07:44 AM 0514755 Fixed Object/Parked Vehicle W->N 1 1 Yearly Totals: Number of Collisio 1 Totals: 0 1 0 0 1 Link Totals: Number of Collision 1 Totals: 0 1 0 0 1 Totals for Corridor Number of Collisions: 1 Total Vehicles Involved: 1 Number of Fatalities: 0 (0.00%) Number of Injuries: 1/1 00.00%) Number of PDOs: 0 (0.00%) Page 1 E)Mrr A DONTRAMlPDRTATP M 0 MOVEMENT RAN(M.2W7 TD 2013 D.RUFTIPd*Wpe! I W.pditdeoW-IA Heath & Associates Inc- 2214 Tacoma Road Puyallup, WA 98371 File Name : untitled2 Site Code : 00002638 Start Date : 08/29/2006 Page No : 1 au 0 - �.0 1.0 �,=u Left InL Tote :10 PM 0 97 15 0 1.0 1.0 1.0 04:30 PM 0 0 13 0 0 2 38 04:45 PM 97 0 13 0 7 50 0 13! Total 0 90 0 13 0 0 6 0 167 364 0 0 0 39 0 155 54 0 2 44 0 05:00 PM 0 0 17 17 149 05:15 PM 95 0 5 0 606 05:15 PM 0 107 0 16 0 0 4 0 91 0 0 0 43 0 147 05:45 PM 0 13 0 g 55 0 Total fl - - - 38$- 0 21 0 0 5 40 189 0 55 — - 0 5 0 149 Grand Totalprch 0 0 _ _ _ 46 0 16Q 0 745 20 184 A log 0 Total % 0.0 100.0 9.8 0.01 100.0 0.0 0 37 355 0 640 01 0.0 8.7 0.0 0.0 9.4 90.6 0.0 1246 3.0 28.5 0.0 M c�a , �2912f7e& d:U0:Q0 PM +— _ � aC +L �2SI2U06 5:45:00 PIVI .� 7 � � r � llnshiked N � O O m � Len RI h Q 109 Out 7 109 148 car ,....�n Total Heath & Associates Inc. 2214 Tacoma Road Puyallup, WA 98371 r 317TH ST S Westbound GATEWAY CTR BLVD Northbound Start Time Right Thru Left F Thru Left Total_[__Right Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 0 381 0 381 55 0 0 Percent 0.0 100.0 0.0 100.0 0.0 0.0 05:15 Volume 0 107 0 107 16 0 0 Peak Factor High Int. 05:15 PM 05:45 PM Volume 0 107 0 107 21 0 0 Peak Factor 0.890 File Name : untitled2 Site Code : 00002638 Start Date : 08/29/2006 Page No : 2 317TH ST S Eastbound Total Right Thru Left AppTotal Int. Total i 551 20 184 0 204 640 9.8 90.2 0.0 16 6 55 0 61 184 0.870 05:15 PM 21 6 55 0 61 0.655 0.836 �D o �O ~ North `O R N v Y �2 m Vlcty 912006 5M:00 PM S x �+512912DOS 5:45:00 PM M Unsniffed —. o �o o� Laft FUm 0 55 20 55 F 75 Out Ir' Total Heath & Associates Inc. 2214 Tacoma Road Puyallup, WA 98371 C3rnunn PrintPrl- llnchiffPrl File Name : untitled2 Site Code : 00002638 Start Date : 08/23/2006 Page No : 1 28TH AVE S 317TH ST S 317TH ST S Southbound Westbound Eastbound Start Time Right I Thru Left Right Thru Left Ri hit I Thru Left Int. Total Factor 1.01 1.01 1.0 1.01 1.01 1.0 1.01 1.01 1.0 04:00 PM 35 0 7 13 27 0 0 12 30 124 0415 PM 46 0 8 21 35 0 0 15 31 156 04:30 PM 53 0 6 29 57 0 0 17 29 191 04:45 PM 48 0 7 17 70 0 0 0 30 74 42 132 214 685 Total 182 0 28 80 189 0 05:00 PM 37 0 10 35 83 0 0 21 48 234 05:15 PM 44 0 10 31 63 0 0 23 39 210 05:30 PM 31 0 6 37 87 0 0 28 37 226 05:45 PM 50 0 19 29 132 57 290 0 0 j 0 CF 19 91 35 159 209 879 Total 162 0 45 Grand Total 344 0 73 212 479 0 0 165 291 1564 Apprch % 82.5 0.0 17.5 30.7 69.3 0.0 0.0 36.2 63.8 Total % 22.0 0.0 4.7 13.6 30.6 0.0 0.0 10.5 18.6 28 H AVE Out In Total 503 417 920 M344 73 Rlgh[ Left mn N 11 O North ? °D x — 23120064:00.00 PM Q+ z ~ r`� L� Y3120065:45:00 PM 4--_ N r` ti �F c m N � m Urisl•uPled � p �o 28TH AVE S Southbound Start Time Right Thru Left ik Hour From 04:00 PM to 05:45 PM - Pe., Intersection 04:45 PM Volume 160 0 33 Percent 82.9 0.0 17.1 05:00 Volume 37 0 10 Peak Factor High Int. 04:45 PM Volume 48 0 7 Peak Factor Heath & Associates Inc. 2214 Tacoma Road Puyallup, WA 98371 Westbound APP' Right Thru Left Total f1 193 120 303 0 28.4 71.6 0.0 47 35 83 0 05:30 PM 55 37 87 0 0.877 File Name : untitled2 Site Code : 00002638 Start Date : 08/23/2006 Page No : 2 317TH ST S Eastbound Right Thru Left App.I Int. Total Total Total 423 0 102 166 268� 884 0.0 38.1 61.9 118 0 21 48 69 234 0.944 04:45 PM 124 0 30 42 72 0.853 0.931 28TH AVE Out In Total 286 193 479 160 33 T DO C N North CO x —/23/2006 4:45:00 PM :+ a o f—► /23/2006 5:30:00 PM 4—2 w w 0 c"o Unshifted w —4 OWE m HCM Unsignalized Intersection Capacity Analysis EXISTING PM PK VOLS 2857: S 317 St & Gateway Blvd S 8/31/2006 Moverherit EBT EBR W13L WBT NBL NOR Lane Configurations Sign=Control Free Free Stop Grade 1% -1% -4% Volume:(veh/h) 184 20 0 381 0 55 Peak Hour Factor 0.84 0.84 0.89 0.89 0.66 0.66 .Hourly flow rate (vph) 219 24 0 428 0 83 Pedestrians 10 10 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent'," 1 ckage 1 1 Right turn flare (veh) Median type INone Median storage veh) Upstream signal (ft) 1144 216 pX, platoon unblocked vC, conflicting volume 243 669 241 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 243 669 241 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) iF ('s) 2.2 3.5 3.3 p0 queue free % 100 100 90 cM capacity (veh/h) 1335 423 796 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 243 428 83 Volume Left 0 0 0 Volume Right 24 0 83 cSH 1700 1700 796 Volume to Capacity 0.14 0.25 0.10 Queue Length 95th (ft) 0 0 9 Control'Delay ts) 0.0 0.0 10.0 Lane LOS B Approach Delay (s) 0.0 0.0 10.0 Approach LOS B Intersection Summary Average Delay 1.1 intersection Capacity Utilization 24.6010 ICU Level of Service A Analysis Period (min) 15 2006 PM 4:00 pm 3/10/2006 Existing Synchro 6 Report Heath & Associates, Inc. Page 1 HCM Unsignalized Intersection Capacity Analysis 2008 PM PK VOLS W/O PROJECT 2857: S 317 St & Gateway Blvd S 8/31/2006 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ + r Sign Control Free Free Stop Grade 1 % -1 % -4% Volume (veh/h) 195 21 0 404 0 58 Peak Hour Factor 0.84 0.84 0.89 0.89 0.66 0.66 Hourly flow rate (vph) 232 25 0 454 0 88 Pedestrians 10 10 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 1 1 Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1144 pX, platoon unblocked vC, conflicting volume 257 709 255 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 257 709 255 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3 3 p0 queue free % 100 100 89 cM capacity (veh/h) 1319 401 783 Direction, Lane # EB 1 WB 1 NS 1 Volume Tatal 25 7 454 88 Volume Left 0 0 0 Volume Right 25 0 88 cSH 1700 1700 783 Volume to Capacity 0.15 0.27 0.11 Queue Length 95th (ft) 0 0 9 Control Delay (s) 0.0 0.0 10.2 Lane LOS B Approach Delay (s) 0.0 0.0 10.2 Approach LOS B Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 25.8% ICU Level of Service A Analysis Period (min) 15 2006 PM 4:00 pm 3/10/2006 Existing Synchro 6 Report Heath & Associates, Inc. Page 1 HCM Unsignalized Intersection Capacity Analysis 2008 PM PK VOLS WITH PROJECT 2857: S 317 St & Gateway Blvd S 3/6/2007 Movement EBT EBR WSL WBT NBL NBR Lane Configurations 1� + r Sign Control Free Free Stop Grade 1 % -1 % -4% Volume (veh/h) 195 24 0 442 0 97 Peak Hour Factor 0.84 0.84 0.89 0.89 0.66 0.66 Hourly flow rate (vph) 232 29 0 497 0 147 Pedestrians 10 10 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 1 1 Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1144 pX, platoon unblocked vC, conflicting volume 261 753 256 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 261 753 256 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 81 cM capacity (veh/h) 1315 378 781 Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS EB1 VVB1 NB 261 497 147 0 0 0 29 0 147 1700 1700 781 0.15 0.29 0.19 0 0 17 0.0 0.0 10.7 B 0.0 0.0 10.7 B Intersection Summary Average Delay 1.7 �T Intersection Capacity Utilization 27.8% IGU Level of Service A Analysis Period (min) 15 2006 PM 4:00 pm 3/10/2006 Existing Synchro 6 Report Heath & Associates, Inc. Page 1 HCM Unsignalized Intersection Capacity Analysis EXISTING PM PK VOLS 671: S 317 St & 28 Av S 8/31 /2006 --a. 4--- 4�' \D. -V Movement EBL EBT yvBT WBR SBL 5BR Right Turn Channelized Volume (veh%h) 166 102 303 120 33 160 Peak Hour Factor 0.93 0.93 0.85 0.85 0.88 0.88 Hourly flow,rate (vph). 178 110 356 141 38 182 Approach Volume (veh/h) 288 498 219 Crossing Volume (veh/h) 38 178 356 High Capacity (veh/h) 1345 1204 1046 High v/c (vehlh=) 0.21 0.41 0.21 Low Capacity (veh/h) 1125 997 855 Low v/c (veh/h) 0.26 0.50 0.26 Intersection Summary Maximum //c High 0.41 Maximum v/c Low 0.50 ,Intersection Capacity Utilization 6 3. 1 °/C' ICU Level of Service B 2006 PM 4:00 pm 3/10/2006 Existing Synchro 6 Report Heath & Associates, Inc. Page 1 HCM Unsignalized Intersection Capacity Analysis 2008 PM PK VOLS W/O PROJECT 671: S 317 St & 28 Av S 8/31/2006 'A —0 *— 4--, \* -V Movement. EBL EBT %fVBT WBR SBL SBR Right Turn Channelized Volume (veh/h) 176 108 321 127 35 170 Peak Hour Factor 0.93 0.93 0.85 0.85 0.88 0.88 Hourly flow rate (vph)'; '., -. ' 189' 116 - 378. 149 40 193 Approach Volume (veh/h) 305 527 233 Crossing Volume (veh/h).,: : 40 ;189 ° . 378 High Capacity (veh/h) 1342 1194 1029 High v/c. (veh/h) ; . G.23 0444 0.23 Low Capacity (veh/h) 1123 988 840 Low�v/c (veh/h) = - 017 0;53 0.28 Intersection Summary Maximum v/c High 0.44 Maximum v/c Low 0.53 lntersectii n:Capacity Utilization 66.1% ICU Level of SetVlce C 2006 PM 4:00 pm 3/10/2006 Existing Synchro 6 Report Heath & Associates, Inc. Page 1 HCM Unsignalized Intersection Capacity Analysis 2008 PM PK VOLS WITH PROJECT 671: S 317 St & 28 Av S 3/6/2007 Movement EBL EBT WBT WBR SBL SB_R Right Turn Channelized Volume (-veh/h) 179 144 356 127 35 173 Peak Hour Factor 0.93 0.93 0.85 0.85 0.88 0.88 Hourly flow rate (vph) 192 1W 41<9 149 40 197 Approach Volume (veh/h) 347 568 236 Crossing Volume _veh/h) 40 192 41,9 High Capacity (veh/h) 1342 1191 996 High v/c (veh/h) 0.26 0.48 0.24 Low Capacity (veh/h) 1123 985 810 Low vlc (veh/h) 0.31 0.68 0.29 Intersection Summary Maximum vc High 0.48 Maximum v/c Low 0.58 Intersection Capacity Utilization 70.2°4 ICU Level of Service C 2006 PM 4:00 pm 3/10/2006 Existing Synchro 6 Report Heath & Associates, Inc. Page 1 HCM Unsignalized Intersection Capacity Analysis 2008 PM PK VOLS WITH PROJECT 51: Entrance & Gateway Blvd S 3/6/2007 ,or, k- I t MdVUement W13L WBR NBT NBR SBL SBT Lane Configurations Y T t Sign Control Stop Free Free Grade 0% -4% 0% Volume (veh/h) 12 39 58 43 6 21 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 13 43 64 48 7 23 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1 104 pX, platoon unblocked vC, conflicting volume 125 88 112 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 125 88 112 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 98 96 100 cM capacity (veh/h) 871 975 1490 Direction. Lane # WB 1 NB 1 SS 1 SB 2 Volume Total 57 112 7 23 Volume Left 13 0 7 0 Volume Right 43 48 0 0 cSH 949 1700 1490 1700 Volume to Capacity 0.06 0.07 0.00 0.01 Queue Length 95th (ft) 5 0 0 0 Control Delay (s) 9.0 0.0 7.4 0.0 Lane LOS A A Approach Delay (s) 9.0 0.0 1.7 Approach LOS A tersecf'san Summary Average Delay 2.8 Intersection Capacity Utilization 18 4% ICU Level of Service A Analysis Period (min) 15 2006 PM 4:00 pm 3/10/2006 Existing Synchro 6 Report Heath & Associates, Inc. Page 1 RESUBMITTED EPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'h Avenue South PO Box 9718 CITY of JUN 0 4 2003 Federal Way WA 98063-9718 Fed��� � >�I Y �� 253-835-2607; Fax 253-835-2609 G1 '�I Y CITY OF FEDERAL WAY sy►;w.cityoffederalway.eom BUILDING DEPT. RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. "Pleasenote: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submitall items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: D q- -/ p 6 g 3 z- o 0 /if F Project Name: _ 4Arn - Ivn 11VA1 Project Address: -3 t (0a4, �� "t- A-vE J 0 1� I dY i / 0 -G, © ra toly Project Contact: f)A-a-AiNSAfVt1P" _ Phone: &L04-,,'131:'7 0 104'L-1 F7 F,(V 1-1ti`iL-�l AA4- v E S [ C Aj, L-C& RESUBMITTED ITEMS: # of Copies ** Detailed Description of Item CJ1 12E OIV -eE r ,2 iv 5 6,41V EL L L F Dry Ser4-N I� f. Lk S ry Ir �,p d J SeTS ezeVISE0 &Pu wi -'s A-Z! '1 SOD 7EGF1 N,GA-L- , - Q .70kJ erVkr (VT I~N' 1$ Ep �VA-TE'�'- S evO�R- FL-A-NS I r00- . SI-7108 (co I-c- (106 P�jc-& ** Always submit the same number of copies as required for your initial application. F" �yvtCt Lt- Resubmittal Requested by : -/v Ltrou 4 er Dated: 3 /b-� / bg `, a em er PI s� t4�e- TV 1 eVj,d PET7E'Fz-San.' S f ry LC �S E-144-[V 1 s rV T RESUB #. Dept/Div Name OFFICE USE ONL Y Distribution Date: 6' o By S J i # Description Building Fco qt- 2 f C%l,cV.A Plannin PW ,rf S Fire Other Bulletin #129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information i� L+� WL rM i �� i►� � Z Q :k C 1-lp l I'0 i . LkAD - t,t�� �,[� FsM [TC`l� r•[ S Z l Z o e � - I [ 0 f4 N(U—'L) IJ 1 i-M - S l T OIF�1 I b •5 m tv-W4gihl#MQ-sw ice#Aaa►fit-j iqc C( l$ i Lra 14k-&A, c—>r- --iL •S1T—z �SS,��� E [ D_�g�S C.rZ. l R �_]ZA� &c i i-t Ca C.A ,.Z- 1\1rE; c>�sarw[ l s. ,iLt-ice _ b�vlrJs� bJJ +-A INDle-AnS Atj t-� • I , 7.aD �- 5 E� I►I Q Rts.! t ©e.S C- i :C f !L� f LdL� _L 1�k�11] 4CSc: LOYK OA� P P-F--Apt L45rMg- e. c- _+ ! ! W I ate[ i r<l V Ids 1��E YEA � t rl� 1.►J � A L �zc7 !� ta-� ri1 ut~C S 'T1-1 i�"�' C nrJ � +�xr� r� c� rt�l,r� � �.�-I a.� QACf-'P-- .- 132 A � �� � ► ►�l rTf-1, l�.f 1���`�1? � �i,Ld, 4�f H [_cam[ `' cj--Q _S Page 1 of 1 Sean Wells - Hampton Inn Hotel Development From: To: Date: Subject: CC: Attachments: Sean, "Jingsong Feng" <jfeng@paceng.com> <sean.wells@cityoffederalway. com> 2/28/2008 2:16 PM Hampton Inn Hotel Development /`7c7 70 Darrin Sanford <dsanford@paceng.com> ds2.pdf; dsl.pdf Attached is part of the revised downstream analysis for the proposed Hampton Inn hotel. We prefer to pay the pro-rata share for Kitts Corner Regional facility instead of doing onsite detention. Onsite water quality treatment will be provided by ansi a�wet va�ui% Since the vault is for water quality only, its overall size is a lot smaller than the combined detentionn/wet vault of the previous design and can be easily fit in the southwest corner of the site. To mitigate the existing capacity problem in the conveyance system along Gateway Center Blvd, we will enlarge the orifices in an existing detention vault at the southwest corner of the Gateway Center (see maps in A9 in ds2.pdf). The existing orifices were under sized, thus the flow control can be easily clogged and water can, 1- v� overflows from the vault for i year stWand create overtopping at some upstream catch basins along ,Gateway- �d; r� Center Blvd. Existing conveyance system also fails in back to -back storm events in the win#ertime;:because�the c: previous storm events can easily fill up the vault, and the va wilf provi eno retention for the: later storm;events :- ; c as!;�� 'i, G By enlarging the off es, the vault can provide detention that can,keep the downstream system within capacity ;'and keeping the upstream storm system working without overtopping by lower the water surface inside the vault:- , c,, The existing storm system along Gateway Center Blvd will be able to handle the 100 year storm and back to:back.. storms after enlarging the orifices in the flow control of the existing vault. The city has upgraded some ofrthe:; r _; critical downstream conveyance systems from S 320th Street to Kitts Corner Regional facility in several. previous;; projects. Assume the conveyance system downstream from the intersection of S 320th Street and Gateway Center Blvd. has enough capacity. Please review the attached analysis and tell us if this concept works. Thanks, Jingsong Feng, P.E. Pacific Engineeering Design LLC Phone: 206-431-7970 Fax: 206-388-1648 E-mail: 'f�g@paceng.com ��e cG v ,o'er ��✓'� � L ("� .- 4 a! r s S 104 ri 07-, cek v 503 - 2--6 7 --L (- 0 5- -27 - 570 Z- c)cD-5-3 �� �i r� ✓Q �C ,) (~fir .1 a- "?d L ,.. Pe �C- '�_ `",4 2 S f�✓'�4�/f�� _ � �Lo d' file://C:\Documents and Settings\seanw\Local Settings\Temp\XPgrpwise\47C6C246CHPO... 3/5/2008 I—) TASK 4 Describe the drainage system, and its existing and predicted problems See the attached Off -site Analysis Drainage System Table and Maps. The field visit found no capacity or erosion problem in the Courtyard Hotel and Marriott Restaurant storm drainage system downstream of the site. The Gateway Center Boulevard storm drainage system mainly consists of 15" pipes and catch basins. This system drains to a detention vault at the southwest corner of Gateway Center. According to design drawing, the vault is approximately 70. feet long by 40 feet wide and has 6.36 feet live storage. The flow control structure of the vault is a 72" -type 2 C" '� S catch basin. The 15" flow control riser has 3 orifices. The bottom orifice is,27, the second orifice is'2.25s' at'stage 2.12 % and the third orifice is 2.75" at stage 4.24%, Under. existing condition., drainage area to the vault is approximately. 8.42 acres (7.53 acres impervious area, 0.89 acre pervious area, till grass). TLe vault will reach overflow� �`.� e1,Wation in year storm event. Rim elevations of catch basin # 7 and the catch basin a the opposite side of the st -*'reare approximately the same as the over elevation of the... vault. Thus, for larger.;than -2 year .storm events, .the Gateway Center Boulevard storm Systern - will reach its - capacity, overflow will happen on tops of catch basin 7, 8, 9 and the catch basins at the opposite side of the street. in back; to back large storm events, _thy vault maybe �b earlier storm events and rovide_qa detention to the later storn4 ;:events. and e i es downstream the vault wal also reach. their capacitiesverflow Wi , ,!happen. at -the catch basins downstream the va t. See attached detention and backw�.ter- -calculations:. concrete stories discharge to the existing t The two 1 S" co g g onsite depression area. Since that, depression area will be filled for the construction of the proposed hotel, mitigation_ is required. JOB � PACIFIC ENGINEERING DESIGN LLC CIVIL ENGINEERING ANO PLANNING CONS - ULTANTS CALCULATEd By DATE It if I ctilil I l6i - Ae J; Jge, A 21, V cp (0i I,- )v T, --T sz. q 15445 SSROAVENIUE SOUTH, SUITE100 SEATTL.E, VVA9BlBB FAX 2063BB-164B PHONE 425251-BBI 1 20C343-1-7970 1=Xl�i jA1C� �,o�JprTIaN i't i &x(STtNG Ulu L- j AT 601AT4 W&-S I Cogwa 2 c F INrt-OV AR A = A3-rA4tAN--i A tA7 to 9 to Re1-t,tion/ Detention Facility C�,�Tc way Lz-Nign T zIl 9rwss : o. &y A6.) Type of Facility: Detention Vault Facility Length: 70.00 ft Facility Width: 40.00 ft Facility Area: 2800. sq_ ft Effective Storage Depth: 6.36 ft Stage 0 Elevation: 445.64-� ft Storage Volume: 17808. cu. ft Riser Head: 6.36 ft -- Riser Diameter: 15-00 inches Number of orifices: 3 u Head Pipe i X1 Sit �11is} Height Diameter Discharge Diameter(ft) (in) (CFS) (in)xC, 7Orifice 0.00 2.00 0.274 2.12 2.25 0.283 6.0 .12 2.75 0 307 6.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 445.64 0. 0.000 0.000 0.00 0.02 445.66 56. 0.001 0.016 io.00 0.04 445.68 112. 0.003 0.022 0.00 0.06 445.70 168. 0.004 0.027 0.00 0.08 445.72 224. 0.005 0.031 0.00- 0.10 445.74 280. 0.006 0.035 0.00 0.13 445.77 364. 0.008 0.038 0.00 0.15 445.79 420. 0.010 0.041 0.00 0.17 445.81 476. 0.011 0.044 0.00 0.19 445.83 532. 0.012 0.047 0.00 0.31 445.95 868. 0.020 0.061 0.00 0.44 446.08 1232. 0.028 0.072 0.00 0.56 446.20 1568. 0.036 0.081 0.00 0.69 446.33 1932. 0.044 0.090 0.00 0.81 446.45 2268. 0.052 0.098 0.00 0.94 446.58 2632. 0.060 0.105 0.00 1.06 446.70 2968. 0.068 0.112 0.00 1.19 446.83 3332. 0.076 0.118 0.00 1.31 446.95 3668. 0.084 0.124 0.00 1.43 447.07 4004. 0.092 0.130 0.00 1.56 447.20 4368. 0.100 0.135 0.00 1.68 447.32 4704. 0.108 0.141 0.00 1.81 447.45 5068. 0.116 0.146 0.00 1.93 447.57 5404. 0.124 0.151 0.00 2.06 447.70 5768. 0.132 0.156 0.00 --2-12_ 447.76 5936. 0.136 0.158 0.00 2.14 447.78 5992. 0.138 0.160 0.00 2.17 447.81 6076. 0.139 0.165 0.00 2.19 447.83 6132. 0.141 0.172 0.00 2.21 447.85 6188. 0.142 0.182 0.00 2.24 - 447.88 6272. 0.144 0.194 0.00 2.26 447.90 6328. 0.145 0.208 0.00 •2.28 447.92 6384. 0.147 0.220 0.00 2.31 447.95 6468. 0.148 0.224 0.00 2.43 448.07 6804. 0.156 0.246 0.00 2..56 448.20 7168. 0.165 0.264 0.00- 2.68 448.32 7504. 0.172 0.281 0.00 2.81 448.45 7868. 0.181 0.296 0.00 2.93 448.57 8204. 0.188 0.309 0.00 3.06 448.70 8568. 0.197 0.322 0.00 3.18 448.82 8904. 0.204 0.335 0.00 3.31 448.95 9268. 0.213 0.347 0.00 3.43 449.07 9604. 0.220 0.358 0.00 3.55 449.19 9940. 0.228 0.369 0.00 3.68 449.32 10304. 0.237 0.380 0.00 3.80 449.44 10640. 0.244 0.390 0.00 3.93 449.57 11004. 0.253 0.4,00 0.00 4.05 449.69 11340. 0.260 0.409 0.00 4.12 449.76 11536, 0.265 0.414 0.00 4.15 449.73 - 11620..r`.._ 0.267 0.418.„ 4.18 449.82 11704. 0.269 0.426 0.00 4.21 449.85 11788. 0.271 0.438 0.00 4.23 449.87 11844. 0.272 0.453 0.00 4.26 449.90 11928. 0.274 0.472 0.00 4.29 449.93 12012. 0.276 0.494 0.00 4.32 449.96 12096. 0.278 0.519 0.00 4.35 449.99 12180. 0.280 0.529 0.00 4..47 450.11 12516. 0.2.87 0.562 0.00 4.60 450.24 12880. 0.296 0.591 0.00 4.72 450.36 13216. 0.303 0.617 0.00 4.85 450.49 13580. 0.312 0.641 0.00 4.97 450.61 13916. .0.319 0.663 0.00 5.10 450.74 14280. 0.328 0.685 0.00 5.22 450.86 14616. 0.336 0.705 0.00 5.35 450.99 14980. 0.344 0.725 0.00 5.47 451.11 15316. 0.352 0.744 0.00 5.60 451.24 15680. 0.360 0.762 0.00 5.72 451.36 16016. 0.368 0.780 0.00 5.65 451.49 16380. 0.376 0.797 0.00 5.97 451.61 16716. 0.384 0.814 0.00 6.10 451.74 17080. 0.392 0.830 0.00 6.22 451.86 17416. 0.400 0.846 0.00 6.34 451.98 17752. 0.408 0.861 0.00 I 6.36 452-,0,O____--kL8 08 0.409 0.863 0.00 6 C6^-- - 452.10 Y 18088. 0. 415 - 1.26a 0.00' 6.56 452.20 18368. 0.422 1.980 0.00 6.66 452.30 18648. 0.428 2.900 0.00 6.76 452.40 18928. 0.435 3.990 0.00 6.86 452.50 19208. 0.441 5.100 0.00 6.96 452.60 19488. 0.447 5.510 0.00 7.06 452.70 19768. 0.454 5.890 0.00 7.16 452.80 20048, 0.460 6.240 0.00 7:26 452.90 20328. 0.467 6.570 0.00 7.36 453.00 20608. 0.473 6.890 0.00 7.46 453.10 20888. 0.480 7.190 0.00 7.56 4.53.20 21168. 0.486 7.470 0.00 7.66 453.30 21448. 0.492 7.750 0.00 7.76 453.40 21728. .0.499 8.010 0.00 7.66 453.50 22008. 0.505 8.270 0.00 7.96 453.60 22288. 0.512 8.510 0.00 8.06 453.70 22568. 0.518 8.750 0.00 8.16 453.80 22848, 0.525 8.990 0.00 8.26 453.90 23128. 0.531 9.210 0.00 8.36 454.00 23408. 0.537 9.440 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft) (Ac-Ft) 1 3.75 ******* 3.66 6.73 452..37 18843. 0.433 2 2.75 ******* 1.80 6.53 452.17 18296. 0.420 3 2.31 ******* 1.82 6.54 452.18 18307. 0.420 4 2.25 ******* 1.81 6.54 452.18 18301. 0.420 5 2.04 ******* 1.87 6.54 452.18 18323. 0.421 1.90 ******* 1.80 6.54 452.18 18298. 0.420 7 1.89 ******* 0.73 5.38 451.02 15052. 0.346 8 1.65 ******* 0.78 5.69 451.33 15929. 0.366 ---------------------------------- Route Time Series through Facility Inflow Time -Series File:gwexin.tsf Outflow Time Series File:rdexcut Inflow/Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: 3.75 CFS at 3.66 CFS at 6.73 Ft 452.37 Ft 18843. Cu-Ft 0.433 Ac-Ft Flow Frequency Analysis Time Series File:rdexout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 1.80 6 2/09/01 3:00 0.775 7 1/05/02 17:00 2.16 2 2/27/03 8:00 0.729 8 8/23/04 20:00 1.81 5 10/28/04 18:00 1.87 4 1/18/06 14:00 1.88 3 11/24/06 4:00 3.66 1 1/09/08 7:00 Computed Peaks 6:00 on Jan 9 in Year 8 7:00 on Jan 9 in Year 8 -----Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) (ft) Period 3.66 6.73 1 100.00 0.990 2.16 6.58 2 25.00 0.960 1.88 6.55 3 10.00 0.900 1.87 6.54 4 5.00 0.800 1.81 6.54 5 3.00 0.667 1.80 6.54 6 2.00- 0.500 0.775 5.69 7 1.30 0.231 0.729 5.38 8 1.10 0.091 3.16 6.68 50.00 0.980 QVel�*liv h'A'PI ell-S 0_� GC" ] - vy �,Cv+ er iL&,h 2- y� Storh , . r U WATER t-LT V. C f�) 45a.az.�rt5a �o 457-•3 ° 7�+5z.na 4 57 2,1 457,0b 457-, 1 > 457,ov 457,I$ >4Sz.00 451 •�3 451.OZ IFS 2 .3Z Downstream conveyance system C = 0.9 for impervious area C=.0,25 for pervious area Existing condition Gateway Blvd. subbasin summary Area ID Total area (acre) % impervious impervious Area (acre) Pervious Area (acre) Q25y (cfs) Q100y (cfs) C Al 0.36 98.00% 0.35 0.01 0.32 0443 0.89 A2 0.29 100.00% 0.29 0.00 0.26 0.35 0.90 A3 1.32 95.00% 1.25 0.07 1.14 1.53 0.87 A4 0.18 99.00% 0.18 0.00 0.16 0.22 0.89 A5 0.95 95.00% 0.90 0.05 0.82 1.10 0.87 A6 0.37 82.00% 0.30 0.07 0.29 039 0.78 A7 3.7 85.00% 3.15 0.56 2.96 3.97 0.80 A8 1.16 90.00% 1.04 0.12 0.96 1.30 0.84 A9 0.74 95.00% 0.70 0.04 0.64 0.86 0.87 Total: 9.07 93.22% 8.17 0.90 .7.55 10.1 0.84 A. 5Vl 4Mr AM 1rAT7,A1T1MJ MWMt VAULT IN OVEM-r-LAW CONPIT1 ) I,j-0 D"e t oT1 o�) Pipe ID Down Structure Upstream Structure Up struct. Rim (ft) Up Struct. Pipe In area Size (inch) Pipe .Length (ft} Down Invert (ft) Up v Invert (ft) Slope % r Horiz. Angle (degree) Q25y in pipe (cfs) 0100y in pipe I (cfs) Up Struct. Q3/Q1 Neiwark#1 P1 C13#1 C13#2 447.15 Al 15 50 440.25 440.70 0.90% 30.00 7.55 10.14 0.0440 P2 CB#2 CB#3 448.14 NONE 15 155 440.70 443.64 1.90% 50.00 7A'9.710.0000 P3 CB#3 CB##4 450.41 A2 15 58 443.64 444.14 0.86% 445.00 70.0373 P4 CB#4 CB#5 449.94 NONE 15 16 444.14 444.28 0.87% 80.0060.0000 P5 CB#5 CB#6 455.00 A9 15 172 444.28 445.64 0.79% N/A 6 N/A Network#2� ---,� P6 C13#6 { C13#7 ',452:19 ... A3 15 84 445.64 447.84 2.62% 1 45.00 6.33 8.50 0.2197 P7 CB#7 CB#8- - A8 15 142 447.84 449.42 1.11 % 1 20.00 5.19 6.97 0.2282 P8 CB#8 CB#9 -,45C , A4 15 80 449,42 450.93 1.89% 25.00 4.23 5.68 0.0394 P9 CB#9 C13#10 458.70 A5 15 182 450.93 452.39 0.80% 5.00 4.07 5.46 0.2529 P10 CB#10 C13#11 462.60 NONE 15 171 452'39 453.24 0.50% 0.00 3.25 4.36 0.0000 P11 CB#11 C13#12 463.14 A7 1 15 27 453.24 453.38 0.52% 30.00 3.25 4.36 10.2490 P12 C13#12 C13#13 1 465.88 1 A6 1 12 1 70 453.63 461.88 111.79%. N/A 0.29 0.39 N/A t. D rr 1 RIM � 'F U.I y '1 �x'5TINL-? C`10)T/0A) AOMML- VAU L-T 13, FULL NO D&7,/V7(c A/ z Fl-LCJJ" NE--�vwnR-41 LryA l `To cf3A 6 BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:gatewaynl.bwp Surcharge condition at intermediate ju� nctians _, Tailwater Elevation:441.45 feet Discharge Range•.7.r, 5 to 10.14 Step of 2.59 Overflow Elevatio :455. j"�t Weir: b E Upstream Velocity:l. feet/sec rA r pl PIPE NO. 1: 50 LF - 15"CP @ 0.90% OUTLET: 440.25 INLET: 440.70 INTYP: 5 G$,1tZ JUNC NO. 1: OVERFLOW -EL: 447.15 BEND: 30 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.04 Q(CFS) HW(FT) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI• QlS 7.55 1.93 442.63,- * 0.012 1.10 1.25 1.20 1.20 1.32 1.80 - 1.93 10.14 2.82 443.52 * 0.012 1.19 1.25 1.20 1.20 1.77 2.63 2.82 Q�nv PZ PIPE No. 2: 155'=`x5''"CP�'C� . = 0$ OUTLET: 440.70 INLET: 493. 64 INTYP: 5 C&y3 JUNC NO, 2: OVERFLOW -EL: 448.14 BEND: 50 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ( ys 7.23 1.92 445.56_ * 0.012 1.08 0.81 1.93 1.93 1.08 ***** 1.92 7 99.71 3.80 447.44 * 0.012 1.18 1.04 '2.82 2.82 2.86 3.80 2.79 (,Q3 4-QQ4 -' GA_ ` &A .'i' RA-1t& Aa -_t- 2 r, P3 PIPE NO. 3: 5: LF - 15"CP @ 0.86% OUTLET: 443.64 LET: 444.14 INTYP: 5 JUNC NO. 3: OVERFLOW -EL: 450.4,1 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.04 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ********************************************* Fie*************:F****************** Q,S 7.23 2.56 44.6.70 * 0.012 1.08 1.25 1.92 •1.92 2.04 2.56 1.92 ROD 9.71 5.35 449.49 * 0.012. 1.18 1.25 3.80 3.80 4.41 5.35 2.80 ��- PIPE NO. 4: 16 LY '- 'la"CPr' @ 0.87% OUTLIT: 444.l. INLET: 444.28 "'Xi71SfP:_"'S GP5JUNC NO. 4: OVERFLOW -EL: 449.94 BEND: 80 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV.,-'* N-FAC DC ON TW DO DE HWO HWI -Z5 6.97 3.36 447.64\'* 0.012 1.06 1.13 2.56 2.56 2.57 3.36 2.15 **************** OVERFLOW ENCOUNTERED AT 9.36 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* �Ov 9.36 6.92 451.20 * 0.012 1.17 1.25 5.35 5.35 5.50 6.92 3.21 ��t3�L�n��'��'f� �G7�� -��� tQ `" G!� o VcRTLoa✓ �T l �o� Zr.Ar� �SToatM PIPE NO. 5: 172 LF - 15"CP @ 0.79% OUTLET: 444.28 INLET: 445.64 INTYP: 5 !AP 3TIM. Gt 06 R1M s 45,�, DJ Q(CFS) HW(FT) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI 6.97 4.45 450.09 0.012 1.06 1.25 3.36 3.36 3.71 4.45 2.10 **************** OVERFLOW ENCOUNTERED AT 9.36 CFS DISCHARGE ***************** �j19-0 9.36 9.98 455.62 * 0.012 1.17 1.25 6.92 6,.92 8.64 9.98 3.13 L Gb OVERT-"W AT / 00 YNK $7-09M a=Ra-5fQ,A+" +0�6 tQA- t2ABt0,AI '-1 Sit AI&I GNMTI ON N 6T WOM0 Z c& 0 6 To BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:gatewayn2.bwp Surcharge condition at intermediate junctions Tailwater Elevation:452.22 feet Discharge Range:6.33 to 8..5 Step of 2.17 [cfs] Overflow Elevation:465.88 feet Weir:NONE Upstream.Velocity:l. feet/sec P& PIPE NO. 1. 84 LF - 15"CP @ 2.62% OUTLET: 445.64 INLET: 447.84 INTYP: 5 $4�1 JUNC NO. 1: OVERFLOW -EL: 452.19 BEND: 45 DEG DIA/WIDTH: 2.5 Q-RATIO: 0.22 Q(CFS) HW(FT) HW ELEV. *--N-FAC DC DN TW DO DE HWO HWI **************** OVERFLOW ENCOUNTERED AT 6.33 CFS DISCHARGE ***************** ACTUAL OVERFLOW MAY OCCUR AT LESS THAN 6.33 CFS ************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* GZ4 6.33 5.57 453.41 * 0.012 1.02 0.67 6.58 6.58 5.07 5.57 1.76 8.50 6.52 454.36 * 0.012 1.14 0.81 6.58 6.58 5.62 ' 6.52 2.51•' ` R Qq4 �dS -�' Ab ►j`��,g G OVER.FLOWS FOR- a5 YZA& ANb (oo jpk R STo mM - p7 PIPE NO. 2: 142 LF - 15"CP @ 1.11% OUTLET: '447.84 INLET: 449.42 INTYP:'5 C �Vg JUNC NO. 2: OVERFLOW -EL: 454.00 BEND: 20 DEG DIA/WIDTH: 2.5, Q-RATIO: 0..23 '• Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWII` **********=*-**;-***.OVERFLOW ENCOUNTERED AT 5.19 CFS DISCHARGE **************** ************** ACTUAL OVERFLOW MAY OCCUR AT LESS THAN 5.19 CFS ************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* y[�YS 5.19 5.05 454.4 0.012 0.93 0.78 5.57 5.57 4.77 5.05 1.42 tb� 6.97 6.86 456.28 * 0.012 1.06 0.97 6.52 6.52 6.34 6.86 1.88 Q�QA,c1RA, iR, 6i-QA- i&-'Ag L (�5 0V&R A46 FOR ZT �&A)L AND I PIP YSAMsTOXMS l' g PIPE NO. 3: 80 LF - 15"CP @ 1.89% OUTLET: 449.42 INLET: 450.93 INTYP: 5 c� 5 JUNC NO. 3: OVERFLOW -EL: 455.7❑ BEND: 25 DEG DIA/WIDTH: 2.5 Q-RATIO: 0.04 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* Qtj 4.23 3.98 454.91 * 0.012 0.84 0.58 5.05 5.05 3.84 3.98 1.17 **************** OVERFLOW ENCOUNTERED AT 5.67 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 5.67 6.12 457.05 * 0.012 0.97 0.70 6.86 6.86 5:87 6.12 1.43 Q� �tpUt6,,7 1. u, ovarkm s Fop- loo yt-AR STD/tm PIPE NO. 4: 102 LF - 15"CP @ 0.80°% OUTLET: 450.93 INLET: 452.39 INTYP: 5 G6J)D JUNC NO. 4: OVERFLOW -EL: 458.70 BEND: 5 DEG DIA/WIDTH: 2.5 Q-RATIO: 0.25 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE' HWO HWI ******************************************************************************* 21f 4.07 3.31 455.70 * 0.012 0.82 0.74 3.98 3.98 3.14 3.31 1.19 Q�o.1 5.46 6.08 458.47 0.012 0.95 0.91 6.12 -6.12 5.77 6.08 1.46 Q Q, NO PIPE NO. 5 s + RA 6 `t` QA7 171 LF - 15"CP @ 0.50% OUTLET: 452.39 INLET: 453.24 INTYP: 5 ZKl 5TI A/U G� N n l7 (b nl Ci*Ik JUNC NO. 5: OVERFLOW -EL: 462.60 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW (FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI *****�1•***-k**:Fir-k-F***�V-***:4**:F•1r:4****-k**;l•**********eF �r*:k*dF********�k �r aF****:�***;F*�F**** 'f 3.24 2.89 456.13 * 0.012 0.73 0.74 3.31 3.31 2.83 2.89 0.98 Qtov 4-36 6.00 459.24 * 0,012 0.85 0.92 6.08 6.08 5.89 6.00 1:15 R " QA& * QAt . �jI PIPE NO. 6: 27 LF - 15"CP_ @ 0.52% OUTLET: 453.24 INLET: 453.38 INTYP: 5 Cj�,jjyZJUNC NO. 6: OVERFLOW -EL: 463_.Y14 BEND: 30 DEG DIA/WIDTH: 2.5 Q-RATIO:10.25 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI *•k*********�r**'F*:F****•k**;k*************�e**•k**k*:F**:F***********:F*****�c*t**F****F �: �LS 3.24 2.97 456.35 0.012 0.73 0.73 2.89 2.89 2.81 2.97 1.09 �lo-0 4.36 6.26 459.64 * 0.012 0.85 0.90 6.00 6.00 5.96 6.26 1.35 F17' PIPE NO. 7': 70 LF - 12"CP@ 11.79% OUTLET: 453.63 INLET: 461.88 INTYP: 5 OF STrLA, ,�#!� Rim" l Q(CFS) HW(FT)� HW ELEV... N-FAC DC DN TW DO DE HWO HWI F�c•k**aF*iF*****yt�-k*.1�e�'k ]1'aY�dc-*''•k -+***F :F* k**********ic*fit****:F*fie**•k**-k****:F �c •k****iF it******dl• Q 0.29 0.23 462.11 * 0.012 0.23 0.11 2.72 2.72 0.23 ***** 0.23 0.39 0.28 462.16 * 0.012 0.26 0.12 6.01 6.01 0.26, ***** 0.28 r RA6 7 •2. TASK 5 Propose mitigation measures � � .35 Lr Provide Basic Water Quality Treatment for onsite storm system. Pay pro-rata share of the I�ttrCloruer Regional facility for detention of onsite runoff., The pro-rata share is V �$2 1,609"per•-Acre_ Under existing condition, the site drains to two drainage systems (the y"rra-page system and the Gateway Center Boulevard drainage system). Under developed condition, the east half of the roof of the proposed hotel (approximately 0.24 acre, clean water),will drain'to the existing catch basin at the southeast corner of the site which drains to the existing 60" detention tank that drains to the 1-5 drainage system (under existing condition, 0.68 acre of parking lot drains to there). Since less impervious area (only from roof) drains to the 1-5 system, less flow and cleaner water will drains to the 1-5 system. The rest of the onsite drainage area will drains to the Gateway Center Boulevard drainage system. A wet vault is proposed to treat the runoff from the pavement area. Runoff from roof and landscaping area will bypass the wet vault. Additional onsite area to the Gateway Center Boulevard drainage system is approximately 1.71 acres (excluding the area within the access easement of Gateway Center Boulevard which is already draining to the Gateway Center Boulevard drainage system-VTd existing condition). The pro-rata share for this project is approximately ! $36, -5.1. -Iii order to- mitigate existing capacity problem for the Gateway Center �- Boulevard storm system, orifices in the flow control structure for the vault at the southwest corner of the Gateway Center will be enlarged. The bottom orifice will be `9 54�' the second orifice will beta" and the third orifice will be 3.5 With the enlarged _ �rifi�ces, 100 year water level at the vault will be 2.5' above theF-15" outfall at the flow control structure. By lower the 100 year water level, no overflow will happen at the catch basins upstream of the vault for both 25 year and 100 year storms. Also, because the detention vault is now functioning, the flow downstream the vault is controlled, no overflow will happen at catch basins downstream of the vault for both 25 year and 100 year storms. By enlarging the orifices, the Gateway Center Boulevard drainage system has the capacity to handle the 100 year flow. See attached calculations. Several street and storm drainage improvements have been done for the 3201h Street drainage system and the drainage system downstream the low point of 320th Street. These past improvements include: 23ra Avenue South Road Improvements (constructed 2001 to 2003). 21s1 Avenue South Grid Road Extension (South 318th Street to South 320t' Street, completed September 2006). South 320`h Street at SR99 intersection (constructed 2000-2001). South 324th Street at SR99 intersection (constructed 2002-2004). Pacific Highway HOV Lanes, Phase 11 (constructed 2003-2005). Sea Tac Mall Detention - Phase H Upper Subbasin WH10 Storm Drain Improvement. S. 324th St. to S. 336th St. Trunk Stormwater Drainage and Belmor Regional Storage Facility Improvement. Kitts Corner/S. 366"' St. Regional Stonnwater Detention Facility Improvement. The above improvements have improved several critical sections of the storm system from South 320 Street to Kitts Corner Regional -Facility. Assume the downstream system from South 320 Street to Kitts Corner Regional Facility have enough conveyance capacity. A new infiltration trench will be installed to pick up flows from the two 18" upstream culverts. The infiltration trench will be extended to a location near the 18" storm (for the South 317th Street HOV access ramp) that drains to the I-5 drainage system. An overflow structure with bird cage top will be installed at the 18" storm to pick up overflow from the infiltration trench. Provide Erosion and Sediment Control during construction per City of Federal Way Surface Water Design Manual which may include rocked construction entrance, silt fences around clearing and grading limits, slope drains, sediment trap/pond, diversion ditches, rock check dams, mulching, seeding, plastic covering, etc. No negative drainage effect will be caused to the downstream drainage system by the proposed development. C,0VPIT0A) c' tST[uG, VARLT j �,DUTh Wa5 caYtu� o I 2 r OWE yWA II N[/kJun� dTZf JCL--S AT '-LDRI OAITtzoL 5TP-Uf7tjYzG Retention/Dezer:tion Facility Type of Facility: Detention Vault Facility Length: 70.00 ft Facility Width: 40.00 ft Facility Area: 2800. sq. ft (JG1JVYl� �iK'1 Effective Storage Depth: 6.36 ft Stage 0 Elevation: 445.64 ft Storage Volume: 17808. cu. ft Riser Head: 6.36 ft Riser Diameter: 15.00 inches Number of orifices: 3 Full Head Pipe f Rb['bSLY7 Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 6(Zt���S 1 0.00 9.54 6.224 2 2.12 3.00 0.503 6.0 3 3.50 0.484 6.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 445.64 0. 0.000 0.000 0.00 0.10 445.74 280. 0.006 0.778 0.00 0.20 445.84 560. 0.013 1.100 0.00 0.30 445.94. 840. 0.019 1.350 0.00 0.40 446.04 1120. 0.026 1.560 0.00 0.50 446.14 1400. 0.032 1.740 0.00 0.60 446.24 1680. 0.039 1.910 0.00 0.70 446.34 1960. 0.045 2.060 0.00 0.80 446.44 2240.- 0.051 2.200 0.00 0.92 446.56 2576. 0.059 2.370 0.00 1.04 446.68 2912. 0.067 2.520 0.00 1.17 446.81 3276. 0.075 2.670 0.00 1.29 446.93 3612. 0.083 2.810 0.00 1.42 447.06 3976. 0.091 2.940 0.00 1.54 447.18 4312. 0.099 3.070 0.00 1.67 447.31 4676. 0.107 3.190 0.00 1.79 447.43 5012. 0.115 3.310 0.00 1.92 447.56 5376. 0.123 3.420 0.00 2.04 447.68 5712. 0.131 3.530 0.00 2.12 447.76 5936. 0.136 3.590 0.00 2.15 447.79 •6020. 0.138 3.620 0.00 2.18 447.82 6104. 0.140 3.660 0.00 2.21 447.85 6188. 0.142 3.690 0.00 2.24 447.88 6272. 0.144 3.740 0.00 2.28 447.92 6384. 0.14.7 3.780 0.00 2.31 447.95 6468. 0.148 3.830 0.00 2.34 447.98 6552. 0.150 3.880- 0.00 2.37 448.01 6636. 0.152 3.920 0.00 2.49 448.13 6972. 0.160 4.050 0.00 2.62 448.26 7336. 0.168 4.170 0.00 2.74 448.38 7672. 0.176 4.280 0.00 2.87 448.51 8036. 0.184 4.390 0.00 2.99 448.63 8372. 0.192 4.500 0.00 3.12 448.76 8736. 0.201 4.600 0.00 3.24 448.88 9072. 0.208 4.700 0.00 3.37 449.01 9436. 0.217 4.800 0.00 3.49 449.13 9772. 0.224 4.900 0.00 3.62 449.26 10136. 0.233 4.990 0.00 3.74 449.38 10472. 0.240 5.090 0.00 3.87 449.51 10836. 0.249 5.180 0.00 3.99 449.63 11172. 0.256 5.270 0.00 4.12 449.76 11536. 0.265 5.350 0.00 4.24 449.88 11872. 0.273 5.440 0.00 4.28 449.92 11984. 0.275 5.470 0.00 4.31 449.95 12068. 0.277 5.500 0.00 4.35 449.99 12180. 0.280 5.540 0.00 4.39 450.03 12292. 0.282 5.590 0.00 4.42 450.06 12376. 0.284 5.640 0.00 4.46 450.10 12488. 0.287 5.690 0.00 4.50 450.14 12600. 0.289 5.780 0.00 4.53 450.17 12684. 0.291 5.810 0.00 4.66 450.30 13048. 0.300 5.930 0.00 4.78 450.42 13384. 0.307 6.040 0.00 4.91 450.55 13748. 0.316 6.150 0.00 5.03 450.67 14084. 0.323 6.250 0.00 5-.16 450.80 _ 14448. 0.332 6.350 0.00 5.28 450.92 14784. 0.339 6.450 0.00 5.40 451.04 15120. 0.347 6.540 0.00 5.53 451.17• 15484. 0.355 6.630 0.00 5.65 451.29 15820. 0.363 6.720 0.00 5.78 4.51.42 16184. 0.372 6.810 0.00 5.90 451.54 16520. 0.379 6.900 0.00 6.03 451.67 16884. 0.388 6.990 0.00 6.15 451.79 17220. 0.395 7.070 0.00 6.28 451.92 17584. 0.404 7.160 0.00 6.36 452.00 17808. 0.409 7.210 0.00 6.46 452.10 18088. 0.415 7.660 0.00 6.56 452.20 18368, 0.422 8.430 0.00 6.66 452.30 18648. 0.428 9.410 0.00 6.76 452.40 18928. 0.435 10.550 0.00 6.86 452.50 19208. 0.441 11.710 0.00 6.96 452.60 19488. 0.447 12.180 0.00 7.06 452.70 19768. 0.454 12.600 0.00 7.16 452.80 20048. 0.460 13.010 0.00 7.26 452.90 20328. 0.467 13.390 0.00 7.36 453.00 20608. 0.473 13.750 0.00 7.46 453.10 20888. 0.480 14.100 0.00 7.56 453.20 21168. 0.486 14.440 0.00 7.66 453.30 21448. 0.492 14.760 0.00 7.76 453.40 21728. 0.499 15.070 0.00 7.86 453.50 22008. 0.505 15.380 0.00 7.96 453.60 22288. 0.512 15.670 0.00 8..06 453.70 22568. 0.518 15.960 0.00 8.16 453.80 22848. 0.525 16.246 0.00 8.26 453.90 23128. 0.531 16.510 0.00 8.36 454.00 23408. 0.537 16.780 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft) (Ac-Ft) 1 4.42 ******* 4.06 2.50 448.14 6989.' 0.160 2 3.20 ******* 2.66 1.16 446.80 3247. 0.075 3 2.67 ******* 2.45 0.99 446.63 2762. 0.063 4 2.62 ******* 2.43 0.97 446.61 2719. 0.062 5 2.39 ******* 2.21 0.80. 446.44 2252. 0.052 6 2.24 ******* 2.12 0.75 446.39 2087. 0.048 7 2.20 ******* 1.87 0.58 446.22 1612. 0.037 8 1.93 ******* 1.65 0.45 446.09 1260. 0.029 ---------------------------------- Route Time Series through Facility - Inflow Time Series File:gwdevin.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 4.42 CFS at Peak Outflow Discharge: 4.06 CFS at Peak Reservoir Stage: 2.50 Ft Peak Reservoir Elev: 448.14 Ft Peak Reservoir Storage: 6989. Cu-Ft 0.160 Ac-Ft Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 2.12 6 2/09/01 3:00 1.65 8 1/05/02 17:00 2.45 3 2/27/03 8:00 1.87 7 8/26/04 3:00 2.43 4 10/28/04 17:00 2.21 5 1/18/06 14:00 2.66 2 10/26/06 1:00 4.06 1 1/09/08 7:00 Computed Peaks +v0 Dye, filow 6:00 on Jan 9 in Year 8 7:00 on Jan 9 in Year 8 -Flow Frequency Analysis ------- - - Peaks - - Rank Return Prob (CFS) (ft) Period 4.06 2.50 1 100.00 0.990 2.66 1.16 2 25.00 0.960 2.45 0.98 3 10.00 0.900 2.43 0.97 4 5.00 0.800 2.21 0.81 5 3.00 0.667 2.12 0.74 6 2.00 0.500 1.87 0.58 7 1.30 0.231 1.65 0.45 8 1.10 0.091 3.59 2.12 50.00 0.980 WA71-R '&LUV .$ 4 < 45LOV 446.b 4gf6.63 446. 1 IA46 -it If1+6.31 446 .z 2- 446.0° 447. 74 Flow Frequency Analysis Time series File:gwdev-15.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 4.45 6 8/27/01 18:00 3.11 8 9/17/02 17:45 8.74 2 12/08/02 17:15 3.59 7 8/23/04 14:30 4.80 5 10/28/04 16:00 5.07 4 10/27/05 10:45 6.09 3 10/25/06 22:45 11.74 1 1/09/08 6:30 computed Peaks gwdev-15.pks -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 11.74 1 100.00 0.990 8.74 2 25.00 0.960 6.09 3 10.00 0.900 5.07 4 5.00 0.800 4.80 5 3.00 0.667 4.45 6 2.00 0.500 3.59 7 1.30 0.231 3.11 8 1.10 0.091 10.74 50.00 0.980 o&—ve,Ape� coYLot -tt c; - Pe6-,K T-P vvS +/ Gras i3 Lv a�yptn,nat e bpi K _ �o ! 0 • . � . V 7 g �c�c. ►H. vh.5a �� 15 177,i ..Q ,$ A5SG,t2.'�f� �WS G r�Gt,S �,e p ro PO Y' ion t,� to c�Yr.�: y�� c° a.,P.A a -Ld G r -f4 6.0 "� S D - ( ttlt&i = coU yam l i• 7 Page 1 Downstream conveyance system Gateway Blvd. subbasin summary C = 0.9 for impervious area C = 0.25 for pervious area Developed condition Area ID Total area (acre) % impervious Impervious Area (acre) Pervious Area (acre) Q25y (cfs) Q100y (cfs) C Al 0.36 98..00% 0.35 0.01 0.32 0.43 0.89 A2 0.29 100.00% 0.29 0.00 0.26 0.35 0.90 A3 1.32 95.00% 1.25 0.07 1.14 1.53 0.87 A4 0.18 99.00% 0.18 0.00 0.16 0.22 0.89 A5 0.95 95.00% 0.90 0.05 0.82 1.10 0.87 A6 0.37 82.00% 0.30 0.07 0.29 0.39 0.78 A7 3.7 85.00% 3.15 0.66 2.96 3.97 0.80 A8 1.16 90.00% 1.04 0.12 0.96 1.30 0.84 A9 0.74 95.00% 0.70 0.04 0.64 0.86 0.87 SITE 1.71 69.00% 1.18 0.53 19 1.60 0.70 Total: 10.78 90.80% 9.35 1.43 8.74 11 7 0.81 V'G_-; r 01001 VNAT Vu WC,T lDN IN67 ort1FkC"L-S Pipe ID Down Upstream Up struct. Up Struct. Pipe Pipe Down Up V Slope Horiz. Q25y Q100y I Up Struct. Structure Structure Rim In area Size Length Invert Invert Angle in pipe in pipe Q3/Q1 Pt (inch) ft (ft) (ft) % (degree) (cfs) (cfs) Network#1 P1 CB#1 C13#2 447.15 Al 15 50 440.25 440.70 0.90% 30.00 3.24 4.84 0.0969 P2 CB#2 CB#3 448.14 NONE 15 155 440.70 443.64 1.90% 50.00 2.92 4.41 0.0000 P3 C8#3 CB#4 450.41 A2 15 58 443.64 444.14 0.86% 45.00 2.92 4.41 0.0860 P4 cW CB#5 449.94 NONE 15 16 444.14 444.28 0.87% 80.00 2.66 4.06 0.0000 P5 Ci3#5 CB#6 455.00 NONE 15 172 444.28 445.64 0.79% NIA 2.66 4.06 NIA Network#2 P6 CB#6 C13#7 452.19 A3 15 84 445.64 447.84 2.62% 1 45.00 7.52 10.10 0.1787 P7 CB#7 CB#8 454.00 A8 15 142 447.84 449.42 1.11 % 20.00 6.38 8.57 0.1781 P8 CB#8 CB#9 465.70 A4 15 80 449.42 450.93 1.89% 25.00 5.42 7.28 0.0305 P9 CB49 CB#10 458.70 A5 15 :.182 450.93 452.39 0.80% 5.00 5.26 7.06 0.1851 P10 CB#10 CB#11 462.60 SITE 15 171 452.39 453.24 0.50% 0.00 4.44 5.96 0.3665 P11 CB#11 CB#l2 463.14 A7 15 27 453.24 453.38 0.52% 30.00 3.25 4.36 10.2490 P12 rO '44 S;- Cl3#12 A AC -7rt CB#13 465.88 A6 12 70 463.63 461.88 11.79% NIA 0.29 0.39 N/A V U Fri V%1111 = It" V. f u G41U171T1 011,, ' P [F� WJ TLVOCzl'L -W L RDM G1�# 1 70 CtS 4l6 D vwN 5'TRef]M nr Pc i r1NT10A/ VAt"'r k7 014R1 ui&S-r 00"OR OF &iaTkwAy cSW BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:gatewayml.bwp Surcharge condition at intermediate junctions Tailwater Elevation:441.45 feet Discharge Range:3.24 to 4.84 Step of 1.6 [cfsj Overflow Elevation:455. feet Weir:NONE Upstream Velocity:l. feet/sec pl _ • PIPE NO. 1: 50 LF - 15"CP @ 0.90% OUTLET: 440.25 INLET: 440.70 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 447.15 BEND: 30 DEG •DIA/WIDTH: 4.0 Q-RATIO: 0.1C Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI it*#*****•k ir**+F •k sk i•*****k:k :k Q 3.24 1.10 441.$0 k'�'IR7 (•k*�k{Li it ei•**k:k•k*0i�•*ie**iF is****:Fic***;F***/e *t :F*•k k•*F***ic*:F* ���r 1` �.P0.12 • 0. 73. 62�"T 20 1.20 0.76 1.10 1.02 4.84 1.31 442.01 r 0.012 0.90- 0.80 1.20 1.20 0.90 ***** 1.31 QVA141,7 0KY t R4-, 't' RAJ v.K, ?I PIPE NO. 2: 155-LF - 15"CP @ 1.90% OUTLET: 440.70 INLET: 443.64 INTYP: 5 JUNC NO. 2: OVERFLOW -EL: 448.14 BEND: 50'DEG DIA/WIDTH: 4.0: O-RATIO: 0.00 GQ# 3 rk1M - 448,1+ Q(CFS) HW(FT) HW ELEV. * N-FAC DC'. DrI TW DO DE: HWO HWI x****F ir+6'Yr*dF *•.!***•k +1-**yk**F Ir •kk irk k*k**dr*********•k***k*f;k#*****:1•*******•kk****;F****** I �L 2.95 C.97 444.61t"� 012 0.70 0'.48'-" � �.10 1.10 0..70 ***** 0.97 S 4.41 1.24 444.88 * 0.012 0.86 0.60 1.31 1.31 0.86 ***** 1.24 Rowys,-,"2;.14t . y.z,� I Q = (�Z yAm,, oikT -t QA7- D . y- . V- K . p3 PIPE NO. 3: 58 LF - 1511CP @ 0.86% OUTLET: 443.64 INLET:- 4-44.14 INTYP: 5 JUNC Na. 3: OVERFLOW -EL: 450.41 BEND: 451DEG DIA/WIDTH: 4.0,. Q-RATIO: 0.09 L13 # 4 P-{M = 450.¢1 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN . TW DO DE HWO HWI ************************'F**:FA•*k****;{•*k*****ol•ie****;k**********fie**•k****-k**ye k:4 •k*F*k �45a•'�1 c1. �s � Q�xIV 2.95 0.98 445.12 * 0.012 0.70 0.60 0.97 0.97 0:70 ***** 0.98 4.41 1.26 445.40 * 0.012 0.86 0.76 1.24 1.24 0.86 ***** 1.26 ",." 4.`CV"LrPW'k "SKIM pQ- PIPE NO. 4: 16•LF - 1511CP @ 0.87% OUTLET: 444.14 INLET: 444.28 INTYP: 5 JUNC NO. 4: OVERFLOW -EL: 449.94 BEND: 80 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 C.15* 5 rQM 44i-J4 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI a z6**0.0121�r ' �p 2.72 1.07 445.35�0.67 0.57�r.zs 0.98 0.98 0.83 1.07 0.97 6t4.06 1.45 445.73 * 0.012 0.82 0.72 41 1.26 1.26 1.17 1.45 1.29 VolBx, army (74,• 0.14. P5 PIPE NO. 5: 172 LF - 15"CP @ 0.79% OUTLET: 444.28 INLET: 445.64 INTYP: 5 upSTftLcA0A 371zbiUNRI jIANG No.5 A7 G1306 (FLOW GONMOL.-,eTRUGT tZZ-; ap V, &44) Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO YWI il•***:F*:F*****:F;F***{r;k***:'e•k-k-k#Ke*ir*-k�r****:F******:4********•k*****•k ;k ;k**.*********k***** 6ZxSly 2.72 0.95 446.59 0.012 0.67 0.58�{71.07 1.07 0.67 ***** 0.95 p� 4.06 1.26 446.90 * 0.012 0.82 0.74 1.45 1.45 0.82 ***** 1.26 aluoy-f -,+ 2,0d 'CL I i 0.t4, UAtt�i MAT (7.1 W WgR- F-Lo(n/ HA(pEI J. VLVELOF&D 0AINT10%i PIPE WE- waP-lL4 Z FKbM G[3i� 6 To C43 * 13 OF MA01 bF VETRMbell YA L� AT .5twmw&5T IPF-lvz-R o'F G,A7C'-W,�yCENTSK, BACKKATER COMPUTER PROGRAM FOR PIPES Pipe data from file:gatewayn2.bwp Surcharge condition at intermediate junctions Tailwater Elevatio6:448.14 feet Discharge Range:7.52 to 10.1 Step of 2.58 [cfs] Overflow Elevation: 465. 88 feet Weir:NONE Upstream Velocity:l. feet/sec P6 PIPE NO. 1: 84 LF - 15"CP @ 2.626 OUTLET: 445.64 INLET: 447.84 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 452.19 BEND: 45 DEG DIA/WIDTH: 2.5 Q-RATIO: 0.18 `"7 rZIM = 452-1 a, Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI �z51 7.52 2.12 449.96 * 05.012 l.'10 0.752.50 2.50 1.18 1.90 2.12 Q�s9•� 10.10 3.27' 451 . 1 1°}sx.0.012 1.19 0.93 2.50 2.50 2.05 3.27 3.16 Q =1a`4 } IPA 'i QAS jr a-k6t 6ZA-, i' R A t + PIP Tr, + k� �]-PIPE NO. 2: 14t LF - 15"CP @ 1.11% OUTLET: 447.84 INLET: 449.42' INTYP: 5 JUNC NO. 2: -OVERFLOW-EL: 454.00 BEND: 20 DEG DIA/WIDTH: 2.5 Q-RPTIO: 0.18 G6 g NM = 454.vo Q(CFS) HW(FT) HW ELEV. * N-FAC ' DC DN TW DO DE Iwo HWI *'.k******k*****yl•.F************k*9k**************;4*****�k***fir*k*:k*****F *F �c �:********* ;41,11 41-'S 6.37 .2.12 451.54 .012 1.02 0.90 2.12 2-.12 1.72•- :2.12 1.68- RV60y 8.56 4:54 453.964 * 0..012 1.14 1.25 3.27 3.27 3.82 4.54 2.36 L p1Qt, iS YG,LL Aj lvayr Si6n ` 6ZA4 �g,5 't QA6 t QA-7 + &M t 62517& } $;PIPE NO. 3:' $O LF - 15"CP @ 1.89% OUTLET: 449.42 INLET: 450.93 INTYP: 5 JUNC NO. 3: OVERFLOW -EL; 455.70 BEND: 25 DEG DIA/WIDTH: 2.5 Q-RATIO; 0.03 cot � IZ,M = 45S 70 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 5.40 1.38 452.31�"9.012 0.95 0.682..12 2.12 0.99 1.38 1.36 7.25 4.30 455.23 * 0.012 1.08 0.82 4.54 4.54 3.90 4.30 1.80 <43T,?a 41.zs, aq "RA4*(�A5-tRAb +QA7 TQSir& P/ PIPE NO. 4: 182 LF -- 15"CP @ 0.80$ OUTLET: 450.93 INLET: 452.39 INTYP: 5 JUNC NO. 4: OVERFLOW -EL: 458.70 BEND: 5 DEG DIA/WIDTH: 2.5 Q-RATIO: 0.19 GDOV NK 456•70 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI a-,5/ 5.24 1.39 453.78�'70.012 0.93 0.884(I.38 1.38 0.93 ***** 1.39 G400Y 7.04 5.15 457.54* 0.012 1.07 1.25 4.30 4.30 4.68 5.15 1.85 4 ?U Q - QA5 QA 6 _t0, Ai * QSIT& �' pte� t5 � AY 1�Oyr Storm �)0 PIPE NO. 5: 171 LF - 15"CP @ 0.50% OUTLET: 452.39 INLET: 453.24 INTYP: 5 JUNC NO. 5: OVERFLOW -EL; 462.60 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.37 Gf5#tI wM=46z.bo Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 446Z- 0 41.15 4.41 1.40 454.64 * 0.012 0.86 0.93 1.39 1.39 1.16 1.40 1.28 QioU� 5.92 5.93 459.17 * 0.012 0.99 1.25 5.15 5.15 5.53 5.93 •1.62 442,60 t Qd'7 T'Q �- p►prt5 Fu�� .s17G h� ►�a �Y Sfnz►� f11 PIPE NO. 6: 27 LF - 15"CP @ 0.52% OUTLET: 453.24 INLET: 453.38 INTYP: 5 .JUNC NO. 6: OVERFLOW -EL: 463.14 BEND: 30 DEG DIA/WIDTH: 2.5 Q-RATIO:10.25 Gast lz Kim 7, 443,)4 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 6?11511 3.22 1.49 454.87< *30.012 0.73 0.73<'I 40 1.40 1.33 1.49 1.09 4.32 6.18 459.56 * 0.012 0.85. 0.90 5.93 5.93 5.89 6.18 1.34 'logy 463,14 plZ PIPE NO. 7: 70 LF - 12"CP @ 11.79% OUTLET: 453.63 INLET: 461.88 INTYP: 5 (AV � T" . t-5 W 13 (k)M : 465. 91 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI Qa�y 0.29 0.23 462.11 * 0.012 0.23 0.11 1.24 1.24 0.23 ***** 0.23 (� 0.38 0.27 462.15 * 0.012 0.26 0.12 5.93 5.93 0.26 ***** 0.27 �•65, 8 fs ��. vs � p7, pgAond p i o YracA No ov Y¢Low 1 r e, I/X 0%76 /00 Y s-torn� _ Joe 1 n..1M i�ACIFIC ENGINEERING DESIGN LL.0 ClViL ErJGINEERING AND PLANNING 0 KISULTANTS C,�LLCi..1LATE BY V DATE f ; ;-T , 15445 53RO AVENUE SOUTH, SUITE 100 SEATTLE, WA 9B1 Be FAX 20B3BB-164B PHONE 425 251 -BB 1 1 206 431 -7970 .._—�- - •7� a 3171h S,. _jam xu��W+•n'''a"a'„{'r..,.,. inn .,crow. wnTuan ro,nrjoTn, �� ni�m,l%t �crarrxnugw ��. n. rwPrlr a�ioyc,rtra uartTra lie 'INEKA I,v. r ,y rxl,ww .wry, 'wt4u, ^� RErAl. 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EPT AS NaRV 1.LL L'uj11 --�-- _ tnev r yay..pS ~_ a N ,oG,El rnc, uC,IU.Y ,M0,e-1f. er Wye is toRn c'S ����� 1 sr i u r „r —� ? •"%q - �� /y -;piar l3•: r]'.8 L�-^_'-� •"+ .E t-�r.�eur. �n nnY .,,r.. {': ' { u,yTi`. •"Ml._ I -�' en' ifF" •,: -'.'.:= FT:ii __--_---_ __ r .w,,,om'+1r.,wwwc .=1tr ci<es sera n�wMi�',tia� ii i-. a ' a '��i.Mirm "'�i�.r i�irc 5n � - — .•w�flinsl[i,i 6Ct�` •N,LIP d�'�yl N . t' by .: ,Irn • 5•• h .4--- _ — _ �.- _ ,' .. I �j �. w.Pr rw, •��h 6 S . - tlWOR/Wl' 4GPfT4L QIYE8ThICMB,![IG 'p c_�•• , '---------_____ - •�.,,;.i�„;„'� �HHGH G. GGLpSM1TH and ASSOCIATES, INC. IC1V11. ENOINEERS PLANNERS -LAND SURVEYORS LLw .n• i ;,,,, ,,, ... �^ ° PLAIL(G6FIRAINAG£f'L.RN CS-� ' A501 LYON B0ILDIN6 SEATILE. WASNIN6TON'gB104 622-IOBO -mill fC4°1iY vmmNolm .. �.. - - -.... .-. - r.r-__ - - _•.� .-. 'wwx. S:.:.:C--�A�_`+.r!•w a -� .. ..... -. -_ .-.'.�-.._-.".R ... �.. ..r.�:y>![C �]7r If•t•1 c�G9Z--t- I AREA t P, RETAL 'A' TT p + ----------------- k jar .r- P TL 31M. jiTRCEr -,\,r r r. q A-G 0,LZIAKEA, —LO C�IAZWAY GhVTM� �LvD f3 test. U15 p t!l p f I p Ay ONOW-M op IL -IL W, r -t1mMA5K�YaN tATAI hv axr. =., --------------- — ---------------- 32-07t� l rm mma t Me IATESINC. ITH and ASSOC . :HUGH G, GOLDS:CIVIL ENGINEERS n AP;4ERS LAND SUMU w�wr IM 27-4 �E Apr 05 05 10:07p Koong Cho (253)857-5766 EISENHOWER EISENHOWER S CARLSON. PLLC 1200 Wells Fargo Plaza 1201 Pacific Avenue Tacoma, WA 98402 March 31, 2005 via Hand DeliveEy Mr. Koong Cho 15945 Crescent Valley Drive Olalla, WA 98359 Re: Federal Way I-5 Property; Purchase of Lot 5 Dear Mr. Cho: Tel: 253.572A500 A I :civic Northwest Law Firm Fax:253.272.5732 wv N.eisenhowerlaw.ccm JE NIFER A. WING Dit ct Dial: 253-620-250:; jwi gQaeisenhmvcr1aw.coin Pursuant to our conversation of earlier today, I provide to you a complete I opy of LandAmerica's title report, which we received on March 30, 2005. 1 have tabbed -ertain documents in the title report, including the Sound Transit condemnation pleadings and attache I maps, for your review. Also included with this letter is a copy of a memorandum I drafted for Ter y Donahue analyzing the Declaration of Easements and Restrictive Covenants recorded again t the property on October 7, 1989. As you know, this Declaration sets forth certain rights and restri tions relating to parking and access with respect to Parcels 1 through 8 of the Gateway Center, whi .h we discussed earlier today. I understand that you are meeting with the City of Federal Way next week :o discuss parking issues. Thus, I provide a copy of my memo for your consideration and in preparat on for that meeting. Finally, as we discussed 1 will draft objections to matters in the title comm tment, to be transmitted to the seller, within the next nine days pursuant to Paragraph 6B of the Purchase and Sale Agreement. Please do not hesitate to give me a call if you have any questions. Sincerely, ,Jennifer A. Wing JAW:dIg Enclosures cc: Terrance J. Donahue w/o enclosures 00300077.DOC Rk=loC1 v CL-x SEP 2 12007 SEATTLE OFFICE: 2830 Two Union Square, 601 Union Street, Seattle, WA 98101, (206) 382-1830, FAX( tIl� 524 FEDERAL Wr BUILDING DEP1 Apr 05 05 10:07p Koong Cho (253)857-5766 p•.y EISENHOWER EISENHOWER & CARLSON, PLLC TO: Terrence J. Donahue FROM: Jennifer A. Wing DATE: March 31, 2005 1200 Wells Fargo Plaza Tel: 253.572.4500 1201 Pacific Avenue Fax: 253.272.5732 Tacoma, WA 98402 MEMORANDUM A P.:ific Northwest Law Form ww ieisenhowerlavvtcoin SUBJECT: Cho Purchase of Federal Way Property, Lot 5 Issues relating to Parking Spaces and other Title Report Inform ition The following sets forth Parking Issues provided in the Declaration of F I.sements and Restrictive Covenants dated October 7, 1989 and recorded under King County :.ecording No. 8910101211 as well as issues that I identified in the Title Report provided by L ndAmerica. Declaration of Easements and Restrictive Covenant Intent of Declaration = Parking and Common Area Easement Area for Parcels 1-8 (Parking and Common Area Easement Area is hereinafter > ferred to as "PCAEA') Declaration relating to the Property described in Exhibit A and shown o 1 map in Exhibit B. The PCAEA is for the benefit of the 8 Parcels, but the PCAEA is comprises of that land of only Parcels 1, 2, 3, 4, 6, 8. The purpose of the Declaration, in part, was to create a parking and con Iron area easement for the benefit of the 8 parcels. "This Parking and Common Area Ea: ement Area shall be for the benefit of the respective owners of the Parcels, and their tenants, cuss )mers, patrons, invitees, employees and agents." Para 1. 1, Page 4. "Parcels" is defined the 8 p Ircels on Exhibits A and B. Recital A, Page 1. Section 1.1 establishes a nonexclusive easement over all portions of par :els 1, 2, 3, 4, 6 and 8 outside of the roof line of Building Integrated Parking Facilities and/or E :clusive Use Apr 05 05 10: 07p Koone Cho [2531 fib'/-b'Ibb p. -t Memorandum March 31, 2005 Page 2 Buildings including surface parking areas for vehicular ingress/egress and par .ing and pedestrian ingress/egress. At the time the Declaration was signed and recorded, parcels 3 and 4 w re developed, parcels 1, 2, 6 and 8 contained surface parking and parcels 5 and 7 were undev. loped. Thus, the covenants stated that parcels 3 and 4 (the parcels developed as of the date of th ! Declaration -- Parcel 4= kEI at time of Declaration) may use the surface parking lots of parct s 1, 2, 6 and f for nonexclusive parking. The Declaration acknowledges, however, that despite tl a non-exclusive right to use the parking space of parcels, 1, 2, 6 and 8, those parcels might be s bsequently developed in accordance with zoning regulations. This may result in a reductic n in parking to some degree (and in some cases, this is set forth in the Declaration as describec below). Potential Changes to PCAEA There are several potential scenarios wherein the parking that was avail Lble at the time. the Declaration was signed and recorded and/or is available today may change is described below. These should be of some concern to Parcel owner #5 (our client). Section 1.2 provides that any parcel owner may, with respect to its own parcel, and wiith the prior written consent of the Declarant, (i) relocate, release portions of, Chan ;e the size or configuration of, change or terminate the uses within or terminate the use of th. PCAEA on ii s parcel; (H) expand the PCAEA; or (iii) construct or modify buildings) upon it: parcel or change the use of any building if the users of any such buildings) are using or will use the PCAEA for - parking or nonexclusive parking stalls outside the PCAEA so long as all of co:.ditions a-m are met, including (a) there are 750 parking stalls available for the nonexclusive u, : of parcels 3 ,uid 4; (b) not less than the minimum number of parking required by zoning, goven ment regulations and permits shall be provided on the Property and/or Adjacent Parcels for those shared uses of the PCAEA... (c) any relocation does not substantially reduce access to the Pz :eels; (d) no parking stalls in PCAEA shall be eliminated unless prior to or concurrently wil i at least equal number of nonexclusive parking stalls are added to Property; (e) if additional F irking stalls are constructed on Parcels 1, 2, 3, 4, 6, 8, if number of additional parking stalls ex( eeds number of non-exclusive parking stalls required by Section 1.2 in connection therewith, s; id Parcel own.-r may establish said excess number of stalls as exclusive use stalls... 0) there an : at least 225 nonexclusive parking spaces on Parcel 2 available for nonexclusive use of Lena its to Parcel 3 & 4 ... (1) no portion of PCAEA shall be located upon any portion of Parcels 5 e 7 unless Declarant records notice of expansion of PCAEA; (m) a Parcel subject to the P :�AE shall not be released in its entirety of the burden of the easement unless Declarant records r notice of the release ofsuch Parcel. n Building Integrated Parking Facilities defined as parking facility that is const ucted within, under or as part of the structure of Exclusive Use Building. Exclusive Use Building defined as buildings leased or owned predominantly on exclusive use basis to one c r more users. Apr 05 05 10:07p Koong Cho 1253J 85'/-5-/bb p• Z Memorandum March 31, 2005 Page 3 However, note that (e) above refers to a number of stalls in Section 1.2, which does not appear to be defined. Section 1.3 provides that Declarant reserves right to establish, modify, E nend, revoke and enforce reasonable rules and regulations governing use of the PCAI A. The key concept to understand with respect to the restrictions in this De Jaration is that Parcel 5 has certain rights to use the PCAEA on Parcels 1, 2, 3, 4, 6 and 8. Hal fever, these rights are limited to the development of the undeveloped parcels, changes to cu rently developed Parcels (i.e. 3 and 4) and the discretion of the Declarant. Limitations on Certain Parcels re: Reducing Parking Area (Parcels I d 2) There are unique limitations upon Parcels 1 and 2, which limit reductioi s in parking. Section 1.2 (page 7) provides that Parcel 1 (a) may construct office buil ling any size if (i) office building has 180 parking stalls; or (ii) at least 180 parking stalls are p> wided in combination on Parcel I and as additional parking stalls on'Parcel 2 for use by - inema/building users; or (b) may construct an office building of any type and size if additional 80 parking st;dls are provided on Parcel 2 for cinema/office building users. Section 1.1 (pages 3-4) provides that the retail portion of the parking ga age facility to be constructed on Parcel 2 with its Exclusive Use Building shall remain part of th- PCAEA. This is favorable to Parcel 5 and the other Parcels because those parcels can use that `Exclusive Use Building" parking. This is consistent with Section 4.3 which provides that no F ;rmanent building or structure shall be built on Parcel 2 without the consent of owners of Parcels 3, 4, 5, 6, and 8 except that all or a portion of a parking garage combined with retail space on the southern portion of the first level of the parking garage may be constructed w/o consent i f Parcel owners (above) as long as parking garage in substantial compliance with certain plans c ated March 14, 1988.2 Curiously, the Declaration provides that the owner(s) of Parcels 5, 6, an Vor 8 may construct the garage on Parcel 2. Note that the parking garage portion of retail br parcel 2 is included in the PCAEA. Other Critical Provisions Section 1.4 sets forth the responsibilities of the Declarant to operate and maintain reasonable repair, etc. of the PCAEA. That section also provides that owners o 'developed Parcels (defined as parcels with Exclusive Use Buildings on them) will incur C. LM charges. Owners of these Parcels shall reimburse Declarant for their pro rata share of Cc ninon Area Costs (based on square footage, excluding parking garage). Parcel 7's percental a changes if developed into hotel (1.4.2). 2 Note that this restriction re: no permanent building or structure expires in 2051 Apr 05 05 10:07p Koong Cho (253)857-5766 p.e Memorandum March 31, 2005 Page 4 Article II (pages 15-17) provides that because at the time of the Declara ion, FIR owned this property adjacent to the Parcels, FIR and the Declarant entered into and rec )rded Roadway Easements in favor of parcels of property adjacent to the Parcels. These parcel: are referred to as Adjacent Parcels. The Roadway Easements are recorded and referenced in the declaration. There is nothing out of the ordinary re: the Roadway Easements. The Roadway Easements establish nonexclusive easements in favor of Parcels and Adjacent Parcels for a scess, utilities,. drainage and related facilities. The Declarant retains authority to modify the Ri adway Easement Area (defined as easement areas established by Roadway Easements legally de! ;ribed in Ex D) but not the Roadway Easements (defined as easements per recording numbers f 705150734, 8705150735, 8709222085, 8804210692). The Roadway Easements may only t : modified, amended, terminated by written instrument signed by record owners of the Parc As and Adjacent Parcels pursuant to Article I1, Section 2.3(d) Article V (pages 22-23) provide reciprocal nonexclusive easements to tl a Adjacent Parcels over the PCAEA for uses permitted in Section 1.1. Adjacent Parcel ow iers have no right to modify, reconfigure, change, terminate, etc. the uses of the PCAEA. Adjace! .t owners need not give consent for modification, amendment or termination under Articles 1,1 1, IV or VI. 'I be owners of Adjacent Parcels have no obligation to contribute to Common Area C osts (CAM). Section 5.2 provides that Adjacent Parcels convey to Declarant for the benefit c 'Parcels a nonexclusive easement over parking areas, access drives, pedestrian ways, com non areas of tiae Adjacent Parcels for parking and pedestrian and vehicular ingress/egress. Adjac -nt Parcels so ely responsible for cost of operation, maintenance, repair, replacement of improver .ents on easement area. Title Report Issues Deeds of Trust Summary from title report attached hereto which reflects status of owne ship of property including transfer of property from Federal Way Joint Venture Chapter I 1 Trus ee to Michael R. Mastro on October 1, 2004. Condemnation Action In February 2004 Sound Transit, Petitioner, in an action in King County Superior Cou:t, condemned a portion of Federal Way Joint Venture's ("FWJV") property, a poi :ion of which includes Parcel 5. In exchange for a fee interest in a portion of Lot 5 and a tetn�:ararv_ construction easement on Lot 5, FWJV received $330,000. Based upon the legal description and maps attached to the Judgment anc Decree and Findings of Fact, Conclusions of Law and Order in this matter, ownership in a l action of Lot .5 was transferred to Sound Transit. See attached map. JAW:JAW 00300029.DOC lat Genn Takagi Landscape Architect 18550 Firlands Way N. Suite #102 Shoreline, WA 98133 (206) 542-6100 FAX (206) 546-1128 ll or V I T tit "V. "M, T4,", 00"W'V 0 fAT,, 44 K I Project No.., Drawn.- GT Checked: GT urawing Issue: 12.4.07 Revisions: ME %.% ..... WK Iffi-Ell fi .........ti .............. ro'CHANLINK FENCF. EXISTINO N 210 0615" E 125.01 S in )O,\ C,7) 0 7 7(70, 7, 7, 0� N E 14:2.�581 low Nmmmvww 10 00 4,00 � In S1% 206-28-55-1224 phone 206-285-0366 A2X 45aC Atii Ave. S., suite 201 seattle washIngtom -9,451B4 U X i %map, I'll lig jj� p 1 11 1' MUNN= MMMMWAMD rl 1,A A FENCE TRELLIS OATE SECTION ENCLOSURE GATE SECTION ELEVATION SIDES WEST ELEVATION PROCESS III i�jjl A A A A A A A E "EERAL NOTEES', EN I PROVIDESAFETY IN THEE AREA OF WORK IN ACCORDANCE TO APPLICABLE SAFETY CODES W ;2 INDEMNIFY AND HOLD THE OWNE:WARCHITECT/EN(51NEF-R HARMLESS FOR INJURY OR DEATH TO PEER50N15 C:Z DA4--1A0EE To PROPERTY CAUSED BY THE NE9L.10ENCe OF THE CONTRACTOR CONTRACTORS AGENTS, EMPLOYEES ORSUBCONTRACTORIS MAOE TO ADJACENT WORK AND 19 TO REPAIR SAID DAMAGE AT EACH CONTRACTOR IS RESPONSIBLE FOP, DA CONTRACTOR`9 EXPENSE 4. HVAC, MECHANICAL AND ELECTRICAL ARE DE91ON BUILD UNDER SEPARATE PERMIT CODEES- WORK 19 To CONFORM To THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY HOO9 OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED 00 NOT CONFLICT WHERE THE MET REMENTS OF THE LAWS OR ORDINANCES,, THEE LAWS OR OR.OINANCES 9HAI..-L EQUAL,. OR EXCEED THEE REQUI C-70VERN. NOTIFY THE ARCHITECT OF CONFLICTS DRAWIN09 AND SPECIFICATIONS-* STRUCTUIRALl CIVIL, PLUMBINO, ME.CHANICAL.. AND ELECTRICAL DRAWIN0.19 ARE SUPPLEMENTARY TO THESE DRAWINC-79. NOTIFY THE ARCHITECT OF DI! rvCPZEPANCIF-5 BEETWEEN THE FOR CLARIFICATION. WORK INSTAL.L.F.0 IN CONFLICT.WITH X" CONSULTANT9'DRAWIN09 WITH A WRITTENREQUEST ED BY THE CONTRACTOR AT 0 EENSF. TO THE THESE DRAWINGS OR SPECIFICATIONS 19 TO BE CORRECT OWNER OR OF-SISNER 7. A 9TAMPED AND APPROVED PERMIT SET OF THE DRAWIN09 ANE;)5Pe0I=IGATIONe IS RF--GZUIFZED TO Be ON SITE AND AVAILABLE TO THE CONSTRUCTION INSPECTOR DURING ALL INSPECTIONS. ULATIONS OF UiRED AND COMPLY WITH RULES AND REG OBTAIN PERMITS AND APPROVALS AS REQ JUR19DICTION CSOVERNINO THE WORK. DIMENSIONS TION SHOWN ON THE DRAWINOY9 RELATIVE TO EXISTING CONDITIONS ARE BASED ON BEST PRESENT 1. INFORMA 115LO \/ERIFY EXISTING CONDITIONS AND DIMENSIONS ARANTEE OF:ACCURACY. F KNOWL-F-E:)0E BUT WITHOUT OU ER9EI..Y AFFECTING THE DESIGN PRIOR TO AND NOTIFY THE ARCHITECT OF DISCREPANCIES OR CONDITIONS ADV PROCEEDING WITH THE WORK. I. OF COLUMNS AND FACE OF ROUGH FRAME OF 02. DIMEEN91ONS OF PLANS ARE -rypiCAL TO THE CENTERLIN PARTITIONS, UNLESS NOTED OTHERWISE DO NOT SCALE DRAWIN09: USE DIMENSIONSSHOWN ON THE E:�RAWINOS AND,44*CTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND WINGve 4. COORDINATION- VERIFY AND COORDINATE THEE WORK OF TRADES TO ASSUP-9E COMPLIANCE WITH THE ORA AND SPECIFICATION9 FIRE PROTECTION TED ELEMENTS AS REQUIRED By CODE 1. PRO\/IDE FIRE PROTECTION AT PENETRATIONS OF FIRE, RA R9 SHALL BE 11OV, A SMOKE DETECTORSHALL BE ims-rALLEO IN EACH HABITABLE ROOM. ALL SMOKE DEETECTO INTERCONNECTED, WITH A BATTERY BACK-UI- CONSTRUCTION 1. INVESTIGATE AND VERIFY UTILITY LOCATIONS ANO91TE CONDITIONS PRIOR TO BEGINNING THE W PROVIDE:2X 90LID BLKO FOR AL.L JOISTS, RAFTER9 AND TRUSSES AT BEARING POINTS TO PREVENT ROTATION 09 LATERAL DISPLACEMENT. PROVIDE FIRESLOCKINO AT ALL THE FOLLOWING LOCATIONS' D SPACES, AT THE CEILING AND FLOOR LEVEL-S IN CONCEAt.ED 9p ACES OF STUD WALLS, INCLUDING I=Uj�f!Ej� AND AT 10 FOOT INTE�ZVALS HO$ZZONTAL,ANO., tCAL�� Hor*r�jZoqjs�-7,AL. SPACES SUCH AS AT 9OIz:FIT5* AT ALL INTERSECTIONS BETWEEN CONCti�ALi��C� URES, AND DROP OR COV"f';r:`� SHOWSR AND TUB ENCI..09 INOE�R9 AND Ar TOP AND BOTTOM OF THE, RUN AND BETW`1515N - IN CONCEALED SPACES BETWEENSTAIR STR STUDS ALONG AND IN LINE WITH THE STAIR STRINGERS. .000 IN OPENINGS AROUND VENTS PIPI��9 DUCTS, CHIMNEyq FIRE�PL.ACES AND 91MI1.AR OPF.NINC-vS THAT AFFOP0 T E-RIAL-9. A PASSAGE FOR FIRE AT CEIL.INiv'S AN5 Fl--00i-t L-F-VEL.S, WITH NON-COF�BU9TIBL-E MA -- AT OPENINGS FOR BETWEEN ATTIC SPACES AND CHIMNEYS CHASES FOR tzACTORY-BUILT CHIMNEYS. 6-00 ALL PLUMBIN rxi PENETRATIONS THROU01-1 RATED ASSEMBLIES. BLOCKINO FOR WAL..L AND CEILIN<�; MOUNTED ITEMS. L.A-rERAL,.. MOVEMENTINACCORDANCE WITH THE qEQUIRFt,*-1FENT5 (.",)F THE* A00PTED r�-.DITION OFJ+11,�`, UNjj=oRM BUILDING CODE. MAXIMUM ACCEPTABLE DISTANCE FOR e)RACE�!F.-) SHALL BE 12'0001. ALL!5URr OFFSET STUDS WHERE REQUIRED SO THAT FINISH W A CF9 ARE FLUSH. -7 PROVIDE OALVANIC ISOLATION BETWEEN 01991MILAR METALa- A SF-F,:G- AF::0 01. ALLSUB-FLOORS TO BEE GLUED AND NAILED U N.O. ALL ADHESIVES TO CONFORM TO AP pROVIDE T$C-7 EDOE9 AT LONG PANEL-9 EDOL9. PROVIDE ATTIC ACCESS WITH MINIMUm:2:211XBO"CL.15AR. ACCE99 TO BE imsuLA-I-150 AND -ro A LEVEL EQUAL TO THE:- 9URROUNt:)INO A9S F�-Me Y. 1111", ("3)UR F15 TRI, r-:1111AX-111" t�",) A.N, 17 F--OUNOATI 0. N 5-,H,A(.t., BrE.: PP tnt", - .) TO, THE� FOUNDA-rioN pa;z!��T�u<-,TukAL WIT�-j ON[ t301-'T WITHIN 1,',,2-" OFF.,-7,,zXCH F-NV OF: E�AC`f WITH A M1N1t"-1(,)M OF -AVC-) r PRE -TREAT ALI. END CUTS OF P�r. LUMBER 24,-HOUR9 PRIOR TO ASSEMBLY FOUNDATION V5NT9 SHALL�. NOT INTER1=15RE W/ DIRECT LOAD PATH OF COL.-U!"It"49. AND OR SEAL OF fzzlp' 'Ut= 'CIFICATIoN. INSTA1.1ER SHALL. LZAVE -*roZ MA N ACTUR, -1 - )!F3PE- IN EYVA t7-1) P111"'I.-I. OIZ L19T APPR(.,)V,,(NL,.- ANC) -r(.:) THE-*� APt�-k-I'ANC r_�% CL--E�ARANCEE ED APPLIANCE5 MFR'!Ei� INSTAL.1,,NrION HF.- t.-19TINO Ok ON THE RATNO PLA-rE. FROM C0MBU9TjI3LX1.:'!5 91,-iAt,,-L�- IN T 14. PROVIDE OUTSIDE COMBU.STION AIR FOP, ALL FUEL BURNING APPLIANCES PER Ui�-IC -103- 15. pRavIvE:2ro rvA miN. aALm. srrEeL.. STRAP AROUND wwre;z HF,,AT5R; ANCHOR, TO WALL. 1 ro. 15HOP PRAWINC--#9, r�)ETAILS, $ CALCUL.,ArION.4�� SHAL-L BE PROVIDED FOR ALL,- pRE-MANUFACTURED 9TRUCTURAL IN5ULArEl) pANrt,Cn ORI ANr..) 5.HAL.L.- AN177),,o,�-,PPROV15D 13Y A WA91-11NOTON 9TATE R5019TERED ENGIN5E:-P-- C-51-10,P QRAXWING1*S SHALL 1?45 ON 55ITEE F0k FRIiNMIN C-4 " I N (77 -)HC)r,-#) 0R4XWING:nS TO THF.- APZCHITEECT PkOIR TO fzABRICATION. TRUSSES R2 AND 5: ASHINOTON. 1-7, PROVIDE-: TRU99 C-N SENCEEI:) IN W 9HAL.L. NOT BfF- eAL�TE-'.,4-,,R FD WITHOUT WWI TTF�:N APPROVAL OF A STRUCTURAL- ENCRN5ER L1. FIELD A!55F-MBL.E�,C) TRU55,3 IEE9 MA Y NOT BEE USED UNL.E99 A DESIGN 19 PROVIDED BY AN WA!aHINGTON STRUCTURAL ENGINEF.-R. 16. AL.L. TRUSSES 9HALL BEE 91AMPED WITH MFfZq STAMP WHICH SHALL LIST 0591(5N LOAD AND TRU99 SPACING 1g. TRU99E9 TO BEE DIAGONALLY BRACED PER MFRS APPROVEDSHOP ORAWN0!F:% :20. TRU5S DIAGRAMS ARE FOR REPRESENTATIVE PURPOSE9 ONI.Y.- REFER TO APPROVF-V TRUS.S .91-10P I=OR EXACT SIZE AND DIMENSION OF EACH TRUSS AND CONDITION. :21. ALL� NAILS SCREWS AND 5TAPL-.e9 U5eD To FA9,rEN Roor CoVEkIN09 $ 51DINOSHALL. BE STAINLESS!E�TEEI.-- CONNECTOR-S!51-IALL BE At,,.L. eXTEi�IOR HAN��F-R, CCX-t�, STAINLESS STEEL. CEIL-INO HEIGHT91 WHERE INDICATEDo ARE FROM Top OF SUBFLOOR To BOTTOM OF ROUGH FRAME ASSEMBLY ABOVE 00-0.40M 1. PAINT WALL COVERINGS AND WALL PANELS TO BEE APPLIED IN ACCORDANCE WITH THE MANUI=ACTUR5R`9 R a C, i�3 M M F. N DA-r I o Ns :2. SAMPL..E9 OF FIN19H COLORS SPECIFIED SHALL-- BE SUBMITTED FOR APPROVAL To ARCHITECT PRIOR To COMMENCEMENT OF WORK 3. pROVIDEREDUCER 9TRIP9 AT LOCATIONS WHERE CARPET AND OTHER FLOORINO TYPES MEF-T. PROVIDE COLOR AND MATERIAL SAMPLES FOR APPROVAI... 4. FLOOR COVERING IN CLOSETS ARE TO BEE THE SAME AS THAT OF THE SPACE INTO WHICH THE CL09ET DOOR OpEN05 UNLESS NOT -ED OTHERWI95 pRepARE FL..00R PER FLOORING AND CARPET MANUFACTUREIZ9 RECOMMENDATION9 AND SPECIFICATIONS TO PROVII:)E LEVEL AREA FOR FLOORING INSTAI..LATION AND L.EVEL FLOORING TRANSITIONS t*41ECRANICA[wo $ ELECTRICAL Y OTHERS 1. MECHANICAL. AND F .L..ECOTRICAL. 9Y9TEMS ARE DE91ON-BUILD 5 :2. MECHANICAL AND ELECTRICAL CONTRACTOR9 ARE RESPON.SIBL.F. TO MAINTAIN COMPLIANC F.- WITH APPLICABLE CODES AND STANDARDS. OBTAIN NECESSARY PERMITS AND APPROVALS 3. DEN/tATION9 FROM DIMEN91ONF-0 LOCATION!5 MUqT Be APPROVED BY THE ARCHITECT 4. ELECTRICAL. SWITCHES TO BE MOUNTED AT 42" A.F.F. U.N.O. 5. TELEEPHONE/EL.ECTRICAL OUTI.-ETS ARE TO BE MOUNTED VERTICALLY AT +15" UNL.E!59 NOTED OTHERWISE. WALL MOUNTED RECEPTACLES I..00A17ED IN CASEWORK Age TO BE MOUNTED HORIZONTALt-Y SPECIAL.- HEIGHTS ARE NOTED ADJACENT TO THE OUTLET -- - -I- - 6 -.*M0 a I A m2080W A A*0011k & I 1. ENERGY COMPLIANCE PER PRESCRIPTIVE COMPLIANCE PATH: 2002 WSEC, OPT. III ;2. HEATING BY NATURAL OAS FURNACE AND BOILERS WITH A MINIMUM AFUE OF 78%. 3. SHOWER HEADS, KITCHENOAND LAVATO;ZY FAUCETS SHALL Be EQUIPED WITH FLOW CONTR-0t, DEVICES TO LIMIT THE TOTAL WATER FLOW ER UPC 4. ALL EXTERIOR OPENINGS SHALL BE SEALED, CAULKED, OA!5KETED, OR WEATHERSTRIPPED. ALL RECESSED LIGHT FIXTURES SHALL BE IC RATED AND SEALED OR GASKETED TO PREVENT AIR LEAKAGE INTO UNCONDITIONED -SPACE. r7= 6 p;zOVIDED AREA BY OCCUPANC"�-- I IOCCURANT ."W SPACE OCCUPANCY AREA LOAD FACTOR LOAD square fe 10, 00019-ST FLOOR Now Assembly Areas AB 5154:2 15 net 369 Support Areas B 65308 1309 49 Pool $ Exercise Area A4 :29195 509 45 TYPE 111B Ouest Rooms R-1 (51003 2(::)o 9 30 Total Floor Load 493 Ouest Rooms Total Area 20,138 20,09 62 9ECOND FLOOR Support Areas 27 Total Area 16,014- Total Floor Load 89 THIRD FLOOR ouest Rooms R-1 13,Garo :200 9 643 Support Areas 31313 1309 25 TYPE ValvA Total Area 16,949 Total Floor Load .93 'FOURTH FLOOR Ouest Rooms R-1 200 g 66 Support Areas 13 2.5 Total Area Total Floor Load 93 FIFTH FLOOR Ouest Rooms R-1 135636 2009 66 Support Areas 31313 130 25 16,040 Total Roor Locid 71, . ... . ..... OENERAL Cover/Data SUR\/Ey A*** Hansen t-purvery-Ing 1 Topographical Survey Lot 5 and 8 K,enneth-,R, A�ndersqn and Associc 1 OF 1 TopogrophiCal Survey 1 OF 2 Topographic,001 Survey N'��M AS-1 Architectural Site Plan AM0100 Elevations LnA PEE DE91ON ..NDSCA Planting Plan L--2 Planting Detail C01 Cover 9heet CO2 Compoqit�:Utllity Plan COB Temporary Erosion Control Plan C04 TerriporaryEErosion/Sedimeritation Control Details C05 Standard ":Notes Coe Orading 6 ' nd Drainage Plan C07 S-iloorm Profiles CO(5 Storm Profiles coo Storm D&nlls C10 Storm Details C11 site Details C12 site Details C13 Detention/Wet Voult Plan and Section C14 Existing Conditions FP;Z0jEEGT TEEA *1 CLvIEENT 5TRUCTURAL EENOINEEER Mr. Koong Cho, President Swenson Soy Foget p,oyol Hospitality Washington, .932 Brocidwoy Tacoma, WA 98402 15901 W valle'y HWY Phone: 3 284-0470 '' 25� 3 :20, ) 696--45504 Abbott Heys Associates Contact: Blaze Brc--sko, PE SURVEYS 1;221:2rid Ave. Suite BOO Seattle, Wcishirigton 96101 Hanson 5urveYing LaridSurvcytors- and Gon!ri)ultonts, N Phone* 174:20 11roth Ave S..E. B Pax, 06 28.5-9.1,66 kenton, WA 98508 Contact. AIA PhoneV 4:25 :23�-Cll 40 4: 5 35 r Fax: 2 :2 Contact: Rodney 0. Hansen Abbott Heys ��cnricth R. Ande rson 12:21 2-nd Ave. Land 5urveyorz and Consultants Seattle, 1720 South 341zt Place, Suite Ph on e Federal Way, WA Phone: 2.53 63 4109 FOX0 53 638--8104' Contact. Kerincth Anderson Phone :2005-285-9BGO fox 630 4th Ave, 9, Suite 2a seaHe washington 9ST:34 . . . . . . . . . . . . ri� 0- mmumll 1 11 ------ NOM III RERVINEME= mom= Mill mi Z E So W* PORTION 0 F TH 1 14 So Eo 1 14 0 9 SEC, wp� 0 21 K RGE,0 4 Eo I wo Mo. KING COUNTY WASHINGTON A 0$ 0 40' 80 WOO N ki rin-E PRIMARY STATE HIGHWAY NO. SURVEY ENTITLED "S 317TH 1 (1-5) RIGHT OF WAY IS PER RECORD OF DIRECT ACCESS, RECORD OF SURVEY FOR BASIS OF BEARINGS IS RECORD OF SL�RVEY 009 NUMBER 9202059' RECORDING P44 SOUND TRANSIT RECORDED ON 06/26/2003 UNDER RECORDING NUMBER W 200306269000094 TOTAL SITE AREA- 102*212 S.F*� OR Z35 Ac. VACATED 28TH AVENUE S. rl 1WnR,F'q_q_ /Fr-IRFIRR Fq.MT UITTDAIV. TAPLOR "GEND (PER ITEMS #23 & #24) Jvo ORD LENGTH CLOk.D G DELTA ANGLE TANGENT CH CURVE RADIUS ARC L NGTH wo 91-5sw W 0er04 2 38* S 870 5 J�, C1 230-00" 329 2 16 320 SSMH R -461.47 IM INV-�4 IRC (DISTURBED) 49.93 N FNDI. INV-449.93 W 0.96' SOUTH INV*wft449.75kS) 1.24" EAST LINE TABLE, FND, IRC #6422 DISTANCE 8 ING LINE IV 0.37' NORTH 1`46`32. E 21,14Y 20* INGRESS/EGRESS Ll N 0 6' CHAIN 0. 5 5' EAST ESM"T. (ITEMS #20t #25) 6" W 2.32" L2 N W1 104 LINK FENCE QUIT CLAIM AND 00 RELINQUISHMENT 41.06" L3 N 8622w3 OF ACCESS SSMH CB f ITCU X I AN r)?% �437.08 RIM 1,48.63 N A/C INV wimi ft- 111"'C INV.W0148.53 S At gill CB All 0 RIM-�437.1 1 AREA TABLE V ISM= *iiiiii PARCEL # AREA # air 'i -,%l -Z� Z S4 C41 *w 4 C FND. IRC #6422 --i RIP. . . 0 -41 0921049185 51,390 S.F. OR 1418 Ac. +/ 0.01' NORTH 1�9:2 �%41119f 1,2141 0, 1,1872 2 1, S.T. OR 1,17 Al +/ .7,51 AM TOTAL 35 Ac. 102l,212 SX. OR 2+, lis-S. SN Z. 30, GAS SM To 18" CONC. (ITEM 4 Z: 'o %%;:- V --i 3: CB 10' EEW E R ESM'T o RIM�436.93 IT M #5) 1% Ni s-, -431.58 INV 0 --wo-il,'lloo"l 4 Nl�% 0000000000/ LIT. N\ -olool'o"i "llik FENCE W sr 3"D CB 00 W\, 'N sll� Z,., ;z sl %* N�' RIM=460.05 lit. 'N IN4 INV-456.55 (SW) AJ K RVEYS Ott REFERENCE SU 41. "SURVEY OF GATEWAY CEWER" 1. RECORD OF SURVEY ENTITLED 10' SEW E 13IMT. *% *% TES, IN0., RE -CORDED L2 PREPARED BY HUGH Go GOLDSMITH ASSOCIA '\ % 4*' 4 02/05/199 D 2 UNDER RECOMING NUMBER 9202059009' 6 Viso 9185 Z 1 41' S, -S% - \S�,- Ilk. 2. RECORD OF SURVEY ENTfTLED ;"S 317TH DIRECT ACCESS RECORD OF %lol looloor % %% 0 N n_ v I VID(' EVANS AND oloo/ol Sill, ill SURVEY FOR SOUND TRANSIT" PREPARED BY DA -SOCIATES 0 RECORDING AS ININ - o INC,, RECORDED 06/06/2003 UNDE NUMBER 20030626000009* 10 "F '0 Al P Nk 'S, N o BENCH MARK 3 6"F 1 2"D "IF "AN 1 0"IF VERTICAL DATUM* NGVD29 1-i %Ns 12"D \,Qv -001) "F "NIJ llo. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. GEOGRAPHIC i D.I. Q* RVEY INFORMATION SYSTEMs GENERAL DESIGNATION lool SERVICESs SU CB 10* WAT R ESM#T. D LEVEL WITH THE SURFACE RIM-458.58 BM17005-4-RESET# MONUMENT ID,1974, DESCRIBED AS WSDOT BRASS INV.454.71 NE DISK CEMENTED INTO A DRILL HOLE, IN AN (IrTE #12) *% LL FOUND NEAR THE NORTHERLY END 12"D� .. . .. ... .. 'Ile 8#`F OF THE TOP OF THE ABUTMENT WA INV-454.71 NE I�N` N" BUTMENT WALL OF OVERPASS BRIDGE FOR SOUTH loo"i I OF THE WESTERLY A 10 *-1 ol 89"D N 14' zr \i i N 11 V" Nil ATION 456.433" Sill 4. 4 ELEVATION 452.88 *#AT / 24"F 3' CONVERTED FROM NAVD ELEV "N" NOTE 20"D 12"D sl sil _71i 88o57# 40" N1, 7/ 11,�R_ % k , , 1% 1" "", U ALL TOPOGRAPHICAL INFORMATION ON PARCEL 049185 (LOT #5) q01 3 RAPHY SURVEY �,Y TAKEN FROM SURVEY ENTITLED "BOUNDA foop?01-161 2 CONC\ N X, \N ROYAL HOSPITALITY' NEW HOTEL AT THE (A EW�AY CENTER, KDERAL WAYt V N � � ''N -4 Id'i"" 46 LEGAL DES(MIPTIO ///IS 0 1 *29'18" W 279.50v 1(0 L KING COUNTY* WASHINOTON" PREPARED BY KENNETH R, ANDERSON AND O"D 'Al (PARCEL #0921049031) op I ASSOCIATESt INC** DATED 09/09/06 :10" "llk SSMH N\ 55) A A RIM=469.13 PER PACIFIC NORTHWEST TITLE INSURANCE COMPANY* INC, COMMITMENT 9320 FOR TITLE INSURANCE ORDER No. 618175, POLICY No. 1093il000-2415670 INV 451.35 (W) A oll 464 NV-451013 \%j DATED MAY 31 s 2006. 1 -451 NViiiiiiiiiiii� .08M I's Alik xx N N ell, E-i 0 \11K 4$1,1� M�itmtN I r UK mtl:�;tkt I �.94 ip*o A FAIKU Bb A* EGRESS, DRAINAGE & UTILITIES CB RIM-465.92 'A (ITEM #20) THAT PORTftON OF THHE SOUT�lo?WEST QUARTER OF THE SOUTHEAST QUARTER .0-462.00 (W) INV (W) ell, OF SECTION 9. TOWNSHiP 21 NORTH, RANGE" 4 EAST, W,M,,, IN KING 0 1 1"D Ilk 1 0 FND- PK NAIL x COUNTY, WASHINGTONt DESCRIBED AS FOLLOWS. ca 00 0.02" SOUTH RIM.`ll0"465.87 1 0.01' WEST BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION - EAST ALONG THE WEST LINE THEREOF, A INV�461.57 E THENCE NORTH 01*29 18 9321 INV-461.42 S DISTANCE OF 540.77 FEET TO THE EASTERLY MARGIN OF 23RD AVENUE cy) SOUTH RIM0.463-01 THENCE NORTH 25040'29" EAST ALONG SAID EASTERLY MARGIN A 6"D INV 453.59 NW) DISTANCE OF 18.99 FEET TO A - POINT OF CURVE, 10' WATER ESM"ar. INV-453.26 W) THENCE NORTHERLY CONTINUING ALONG SAID EA E MARGIN ALONG (ITEM # 12) 0, THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF INV 453.01 NE 6$OD 10 co SW INV_452.91 FND. PK/WASHER' 390*04 FEET THROUGH A CENTRAL ANGLE OF 2Y55'14" A DISTANCE OF 162.84 FEET; % `15" EAST A DISTANCE OF 304.98 FEETo 0.03' SOUTH 00 .4 0.02' EAST THENCE SOUTH 88"24 THENCE NORTH 01*29'18" EAST A'DISTANCE OF'11.49 FEET;, 024015` EAST A DISTANCE OF 265.00 FEEr- THENCE SOUTH 88 6f)D ANCE -OF 13.91 FEET; THENCE NORTH 0 1* 29`18" EAST A DIST 30P 30 ANCE OF 452.50 FEET TO THE THENCE SOUTH 8W22*27* EAST A DIST TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; N THENCE NORTH 0 1 *29'18" EAST A DISTANCE OF 27,55 FEET, THENCE SOUTH $80 24" 15" EAST A DISTANCE OF 246.95 FEET TO THE WEST MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (INTERSTATE 5) AS NOW CB ESTABLISHED, RIM=458-78 1V THENCE z:ivu rH 21 *06`15" WEST ALONG SAID WEST MARGIN A DISTANCE OF INV=453.45 (NW) QUIT CLAIM AND 125.01 FEET; 6* 12`30" WEST CON11NUING ALONG SAID WEST MARGIN A RELINQUISHMENT THENCE SOUTH 2 11 1' 01 OF ACCESS DISTANCE OF 142.38 FEET; f rrm A A 4 ION Turkifli MAOTU A.0*"XA'KA" Wr<'T A NCZMAMPT AP 9.R4,77 PFFT# 8 8705150734 AkA;U5Z5 JLAOMINPAl dc U I ILI I T c^ammc.1,41 (NOT SUPERCEDED BY ITEM #20) 9 87051,50735 ACCESS, DRAINAGE & UTILITY EASEMENTS MENDED BY RECORDING Nos. 8709222085, & 8,8,04210692) NOT SHOWN - SUPERCEDED BY ITEM #20) 10 8804110195 P.S.P. & L CO. ELECTRIC EASEMENT (NOT PLOTTABLE - AS CONSTRUCTED) 11 8806200710 WASHINGTON NATURAL GAS COMPANY GAS PIPELINE EASEMENT % (NOT LOCATABLE - AS CONSTRUCTED) 12 8906250207 FEDERAL WAY WATER AND SEWER WATER EASEMENT SUPERCEDES DOCUME14T RECORDING No. 8810271361) SHOWN HEREON) 13 8905250207 FEDERAL WAY WATER.AND'SEWER SEWER EASEMENT (SHOWN HEREON) kINVI I"Ll IMOLr.) 23 8703051328 COVENANTS, CONDITIONS* RESTRICT -IONS AND EASEMEtllill CONTAINED IN LOT LINE ADJUSTMENT (S�iOWN 'HE.R.EON) 24 8705120940 COVENANTS, CONDITIONSv RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT (SHOWN HEREON) 25 9003260896 COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT (SHOWN HEREON) 26 8705141308 AGREEMENT (NOT PLOITABLE 27 20010509000003 AGREEMENT, 11,11al, I- I i I I", I'll No I I (NOT PLOTTABLE) Ila . . ..... ...... . Y, �0 1A J RING EASEMENT FOR INGRESS$ EGRESS, DRAJNAGE & UTILITIES DEPI (ITEM #20) pill'opp NOTE: THE UNDERGROUND UTILITIES SHOWN -,P+EREON ARE BA'SED UPON EXISTING AS -BUILT DRAWNGS9 ANII ARE -ROT GUARANTEED TO( 9E CORRECTo NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 FOR UTILITY LOCATORS. 11 RON` may= mum= 4 1, it a, "y� Emol Z' r Z 1"4 Vo ft" IZ4 Z Em=4 A<� vp *% rAl 0 0 rx.4 plilliliq Mo. OM 44 vp #41 C) LO U 1 1 1 JOB NUMBER 20701 E *A SECTION 99 TWP6 21 N,,, RGE, v 11 P CT_..INf9RMATI,ON- TI T L ME.RlDi THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON LAND AMERICA CAL FXCEPTLQNS. 4, 14 WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83 ADDRESS.- 31626 28TH AVENUE SOUTH COMMERCIAL SERVICES, TRANSNATION TITLE INSURANCE COMPANY, ORDER NO. 20097099v -(r&NTIL - FEDERAL WAY, WA 98003 DATED AUGUST 10, 2005 AT 4:22 P.M. EASEMENT AND THE TERMS AND CONDITIONS THEREOF* PARCEL NUMBER.- 092104 9185 I PURPOSE: ACCESS, DRAINAGE AND UTILITY EASEMENTS RECORD NORTH; BASED UPON RECORD OF SURVEY FOR WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, SR-5 RIGHT OF WAY ALIGNMENT, RECORDING ZONING: CC (CITY CENTER —CORE) 5PEQI XQEPTI!2g. AREA AFFECTED*: A PORTION OF SAID PREMISES NUMBER 20030305900008. THE SOUTH LINE OF THE SOUTHEAST QUARTER OF 4 RESERVATIONS CONTAINED IN DEED RECORDED UNDER RECORDING NO. 285817* RECORDING NO. 8705150735 SECTION 9, T. 21 N.j R. 4 E., W.M. BEARING- N88*20'47"t' SITE AREA: 51v358 SO. FT. 1.179 ACRES SAID INSTRUMENT ' 'TERMINATES AND SUPERSEDES INSTRUMENTS RECORDED UNDER 5 EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED FROM WEYERHAEUSER TIMBER RECORDING NO. 8612081319s, AS WELL AS 65657939 6588697v 8101220124s 8506130074v ARLICAL QA,NM.*I— COMPANY, A WASHINGTON CORPORATION, RECORDED MARCH 22., 1922, UNDER RECORDING 8604251327 AND 8604251328. (NGVD 1929) 'A t nl. AIPT--ON NO. 1599786, WHEREBY THE FIRST PARTY EXPRESSLY SAVES, EXCEPTS AND RESERVES OUT OF THE GRANT HEREBY MADE UNTO ITSELF, ITS SUCCESSORS AND ASSIGNS AND AMENDMENTS THERETO: PARCEL 'A,-,, FOREVER, ALL ORES AND MINERALS OF ANY NATURE WHATSOEVER IN OR UPON SAID WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, GEOGRAPHIC SERVICES, THA, T PORTION OF THE SOUTH ONE—HALF OF THE SOUTHEAST 1/4 OF SECTION 9, LANDS, INCLUDING COAL, OIL AND GAS, TOGETHER WITH THE RIGHT TO ENTER UPON SAID LANDS FOR THE PURPOSE OF EXPLORING THE SAME FOR SUCH ORES AND MINERALS, RECORDED SEPTEMBER 22, 1987, APRIL 21, 1988 AND OCTOBER 10, 1-989 RECORDING NOS** SURVEY INFORMATIM SYSTEM, GENERAL DESIGNATION BM1,7005-4 ,-, RESET 'I 0 TOWNSHIP 21 NORTH! 'M., DESCRIBED AS- FOLLOWS. RANGE 4 EAST, W. AND FOR THE PURPOSE OF DRILLING, OPENING, DEVELOPING AND WORKING MINES AND 8709222085v 8804210692 AND 8910101211 MONUMENT ID-1974, DESCRIBED AS A WSDOI BRASS DISK. CEMENTED INTO A DRILL HOLE, IN -AND LEVEL NTH THE SURFACE OF THE TOP, OF THE A13UTMENT WALL 018" WELLS THEREON, AND TAKING OUT AND REMOVING THEREFROM ALL SUCH ORES AND MINERALS, AND TO OCCUPY AND MAKE USE OF SO MUCH OF THE SURFACE OF SAID 17 COVENANT IMPOSED BY. INSTRUMENT RECORDED ON SEPTEMBER 30, 1987, UNDER FOUND NEAR THE NORTHERLY END OF THE WESTERLY ABUTMENT WALL OF BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION- THENCE NORTH 0179 I LAND AS MAY BE REASONABLY NECESSARY FOR SAID PURPOSE; PROVIDED THAT THE - RECORDING NO. 8709301518. OVERPASS BRIDGE FOR SOUTH 320TH STREET OVER SR-5. EAST ALONG THE WEST LINE THEREOF A DISTANCE- OF 540.77 FEET TO THE EASTERLY MARGIN OF 23RD AVENUE SOUTH; THENCE NORTH 2,5*40'29" EAST ALONG SAID EASTERLY SECOND PARTY, THEIR HEIRS, REPRESENTATIVES, SUCCESSORS OR ASSIGNS SHALL BE 18 EASEMENT AND THE TERMS AND CONDITIONS THEREM, ELEVATION -- 452.883, CONVERTED FROM NAVD ELEVATION 456.4330. MARGIN A DISTANCE' OF 10.99 FEET TO A POINT OF CURVE- THENCE NORTHERLY PAID JUST AND REASONABLE COMPENSATION FOR ANY INJURY OR DAMAGE TO THE 0 CONTINUING ALONG SAID EASTERLY MARGIN ALONG THE ARC OF A CURVE TO THE LEFT, SURFACE OF SAID LAND, TO THE CROPS OR TO THE IMPROVEMENTS THEREON BY THE EXERCISE OF ANY RIGHTS HEREIN RESERVED; BUT PROVIDED FURTHER THAT THE GRANTEE, PUGET SOUND POWER AND LIGHT COMPANY I FOOT SAID CURVE HAVING A RADIUS OF 390.04 FEET THROUGH A CENTRAL ANGLE OF EXERCISE OF SUCH RIGHT BY THE FIRST PARTY SHALL NOT BE POSTPONED OR DELAYED PURPOSE. UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION 23055`14" A DISTANCE OF 162.84 FEET- THENCE SOUTH 88'024'15" EAST A DISTANCE OF 304.98 FEET- THENCE NORTH 01*29'18" PENDING REASONABLE EFFORTS TO AGREE UPON OR HAVE DETERMINED SUCH JUST AND REASONABLE COMPENSATION. SYSTEM 0 AREA AFFECTED- A PORTION OF SAID PREMISES Oft 00 D, ._,.5 Q R ff, I I uY. t--. QAIE,.QF FIEL AUGUST 2005 EAST A DISTANCE OF 11.49 FEET* THENCE SOUTH 88*24'15" EAST A DISTANCE OF 265.00 Im IN&O"ptlo K U utulo APRIL 11 o 1988 FEET- THENCE NORTH 01029'18" EAST A DISTANCE OF 13.91 FEET- THENCE SOUTH # 0 6 0 RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, RECORDING N06-6 8804110195 REEER ;L%. 88"22*27" EAST A DISTANCE OF 452.50 FEET- THENCE NORTH 01*29"18" EAST A 0 LIGHT, MEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM 19 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: KING COUNTY ASSESSORS MAPS OF SECTION 9. T. 21 N.v R. 4 E.v W.M. DISTANCE OF 27.55 FEET TO THE, TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON TRACT; THENCE CONTINUING NORTH 01"29'18" EAST A DISTANCE OF 190.93" FEET TO THE SOUTH LAND CONVEYED BY DEED. GRANTEE: WASHINGTON NATURAL GAS COMPANY PURPOSE- WSOOT RIGHT OF WAY PLANS, SR-5. PIERCE COUNTY TO JCT SSH NO. 5-40 MARGIN OF SOUTH 317TH STREET; THENCE SOUTH 88*22'27" EAST ALONG SAID SOUTH TO- STATE OF WASHINGTON GAS PIPELINE OR PIPELINES AREA AFFECTED: A PORTION OF SAID PREMISES SHEETS 10 & 11 OF 20, APPROVED OCTOBER 28, 195& MARGIN A DISTANCE OF 41.96 FEET TO A POINT OF CURVE- THENCE EASTERLY AND DA"TED- DECEMBER 17, 1958 RECORDED: JANUARY 12, 1959 RECORDED JUNE 20o 1988 WSDOT RIGHT OF WAY'PLANS. SR-5, PIERCE COUNTY TO JCT SSH NO. 5-4s, NORTHERLY ALONG SAID SOUTH MARGIN AND THE EAST MARGIN OF 28TH AVENUE SOUTH RECORDING NO.: 4984585 RECORDING NO, 8806200710 SHEET 8 OF 20, APPROVED JUNE 24o 1958, ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 230.00 FEET THROUGH A CENTRAL ANGLE OF 8114'49" A DISTANCE OF 326.15 FEET TO AN (D RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, EASEMENT AND THE TERMS AND CONDITIONS THEREOF, - WSDOT / SOUND TRANSIT, 1-5. FEDERAL WAY —SOUTH 317TH STREET, HOV DIRECT INTERSECTION NTH THE NORTH LINE OF THE SOUTH 165.00 FEET OF THE NORTH HALF LIGHTv VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM GRANTEE: ACCESS PLANS, DATED FEBRUARY 27. 2004o J013 NO. 02AO5. 0 OF THE NORTH HALF OF THE SOUTHEAST 1/4 OF SAID SOUTHEAST 1/4 OF SECTION 9. AND 13ETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS FEDERAL WAY WATER AND SEWER THENCE SOUTH 8W22"27" EAST ALONG SAID NORTH LINE A DISTANCE OF 81,02 FEET TO CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT. PURPOSE: WATER FACILI TIES AREA AFFECTED: RECORD OF SURVEY FOR SR-5 RIGHT OF WAY ALIGNMENTo VOLUME 158, PAGE 139 THE WEST MARGIN OF PRIMARY STATE HIGHWAY NO. I (INTERSTAIE 5) AS NOW A PORTION OF SAID PREMISES OF SURVEYS, RECORDING NO. 200303059000080, ESTABLISHED- THENCE SOUTH 16*37*30" WEST ALONG SAID WEST MARGIN A DISTANCE OF I 314,94 FEET TO THE EAST LINE OF THE WEST 30 FEET OF SAID SOUTHEAST 1/4 OF THE B Y: STATE OF WASHINGTON CAUSE NO.: 535119 RECORDED: MAY 25, 1989 RECORDING NO,*- 8905250207 RECORD OF SURVEY FOR SOUND TRANSIT, SOUTH 317TH STREET, DIRECT ACCESS SOUTHEAST 1/4 OF SECTION 9; THENCE SOUTH 01*45045" WEST ALONG SAID EAST LINE SAID INSTRUMENT SUPERSEDES AND REPLACES INSTRUMENT RECORDED UNDER KING TO 1-5, VOLUME 161, PAGE 24 OF SURVEYS, RECORDING NO. 20030629900009. AND CONTINUING ALONG SAID WEST MARGIN A DISTANCE OF 19.03 FEET; THENCE SOUTH 21*06"15* WEST CONTINUING ALONG SAID WEST MARGIN A DISTANCE OF 66-38 FEET; 8 RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, MEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM COUNTY RECORDING NO. 8810271361. CHELSEA COURT — A CONDOMINIUM, VOLUME 40, PAGE 11 OF CONDOMINIUMS,, THENCE NORTH 88"24'15* WEST A DISTANCE OF 246.95 FEET TO THE, TRUE POINT OF AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS EASEMENT AND THE TERMS,AND CONOITIONS THEREOF: RECORDING NUMBER 197�-,12180861. BEGINNING; CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT. BY* STATE OF WASHINGTON GRANTEE- FEDERAL WAY WATER AND SEWER T 00 NOL UNDERGROUND WATER, SEWER, STORM, AND GAS UTIUTIES AND STRUCTURAL (ALSO KNOWN AS LOT 5 (REVISED APRIL 22, 1987) OF KING COUNTY LOT LINE CAUSE NO.,- 532208 PURPOSE. SEWER FACILITIES APPURTENANCES ARE, SHO"4 AS INDICATED ON RECORDS MAPS FURNISHED BY ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NO. 8705120940); 16' AREA AFFECTED, A PORTION OF SAID PREMISES OTHERS AND VERIFIED 'VAIERE, POSSIBLE BY FOUND SURFACE FEATURES LOCATED IN EXCEPT THAT PORTION THEREOF CONDEMNED FOR SOUND TRANSIT IN KING COUNTY (DEASEMENT AND. THE TERMS AND CONDITIONS THEREOF: RECORDED: MAY 259 1989 RECORDING NO.: 8905250212 V 11 THE FIEM, WE ASSUMIP . '"0 LIABILITY FOR THE ACCURACY OF THESE RECORDS. FOR FINAL LOCATION OF T�"ES� 1`�.N 1 " -1 0 OTHER EXISTING UTILITIES IN AREAS CRiTICAL TO SUPERIOR COURT CAUSE NOS., 03-2-12827-7 KNT AND 04-2004586 KNT-0 GRANTEE,- STATE OF WASHINGTON DESIGN, CONTACT THt tl`90TY OWNER / AGENCY. SAID INSTRUMENT SUPERSEDES AND REPLACES INSTRUMENT RECORDED UNDER KING SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF' WASHINGTON PURPOSE: HIGHWAY SLOPES AREA AFFECTED: A PORTION OF SAID PREMISES COUNTY RECORDING NO. 8810271360. TELECOMMUNICATIONS /'FIBER TICS DISCLAIMER: RECORDED: OCTOBER 24, 1977 COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON TELECOMMUNICATION S/FIBER OPTIC DISCLAIMER: PARCEL 8: RECORDING NO.: 7710240747 OCTOBER 10, 1989, UNDER RECORDING NO. 8910101211, INCLUDING, BUT NOT LIMITED TOs RECORDS OF BURIED TELF,,COM�UNICATIONS AND/OR FIBER OPTIC LIABILITY FOR ASSESSMENTS LEVIED BY THE COMMUNITY ASSOCIATION. LINES ARE NOT ALWAYS ".1VAIL' BLE TO THE PUBLIC. FOR THIS SURVEY REPORT AN EASEMENT FOR INGRESS AND EGRESS AS DESCRIBED IN KING COUNTY RECORDING RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED STANDARD RESEARCH Or" UTILITIES ARE INVESTIGATED THROUGH LOCAL NOS. 8705150734 AND 8705150735, AS AMENDED BY KING COUNTY RECORDING NOS.. LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND THE BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SET FORTH IN SAID INSTRUMENT JURISDICTIONS. DUE TO, EXTREME DIFFICULTY TO FIND APPROPRIATE RECORDS RELATIVE TO THESE 87092230859 8804210692 AND 8910101211, RECORDS OF KING COUNTY,, BETWEEN LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. HtREIN DESCRIBED BURIED FACILITIES THIS SURVEYOR DOES ' LAND CONVEYED BY DEED. NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF ANY PURfED SITUATE IN 'THE CITY OF FEDERAL 'WAY, COUNTY OF KING, STATE OF 'WASHINGTON. 23, MATTERS DISCLOSED BY SURVEY RECORDED UNDER KING COUNTY RECORDING NO., OPTIC LINES WlCH- ARE NOT MADE A PUBLIC RECORD TO- STATE OF WASHINGTON 20030626900009& WITH LOCAL JURISDICTIONS. AS ALWAYS, CALL 1-800-424-5555 BEFORE DATED: MARCH 27,1978, CONSTRUCTION., RECORDED. APRIL 4. 1978 RECORDING NO.: 7804040866 EASEMENT AND THE TERM'S AND CONDITIONS THEREOF. - EASEMENT AND THE TERMS AND CONDITIONS THEREOF, PURPOSE: UTILITIES V,,TIL!,TY..M)#,QERL- COMCAST CABLE 425-398-6131 AREA AFFECTED-. A PORTION OF SAID PREMISES CABLE TELEVlSION-. GRANTEE: WASHINGTON NATURAL GAS COMPANY RECORDING NO. 20020320000097 AND 20020401000981 PUGET SOUND ENERGY 888-225-5773 PURPOSE: GAS PIPELINE OR PIPELINES ELECTRICITY. - AREA AFFECTED: A PORTION OF SAID PREMISES 0 0 EASEMENT AND THE TERMS AND CONDITIONS THEREOF., PUGET SOUND ENERGY 888-225-5773 RECORDED: JUNE 27s 1986 GAS* RECORDING NO.: 8607180907 ESTABLISHED IN CAUSE NO.: 03-2-12827-9 KNT AND 04-2-00458-6 KNT LAKEHAVEN UTILITY DISTRICT 253— 941— 1516 PURPOSE: TEMPORARY CONSTRUCTION EASEMENT SANITARY SEWERO 0 EASEMENT AND THE TERMS AND CONDITIONS THEREOF, AREA AFFECTED- NORTHERLY PORTION AS DESCRIBED THEREIN CITY OF FEDERAL WAY 253-8352700 STORM DRAIN., GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, OWEST 800-573-1311 PURPOSE: GUY VARES AND ANCHOR LIGHT, MEW AND',AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND EGRESS TO, FROM AND TELEPHONE: AREA AFFECTED- A PORTION OF SAID PREMISES BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS LAKEHAVEN UTILITY DISTRICT 253-941-1516 RECORDED.- SEPTEMBER 25, 1986 CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT. WATER:, RECORDING NO.: 8609250828 10 EASEMENT AND THE TERMS AND CONDITIONS THEREOF, BYO CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY, A REGIONAL TRANSIT AUTHORITY, DBA SOUND TRANSIT CAUSE NO.,0 03-2-12827-9 KN7 AND 04-2-00458-6 KNT GRANTEE: FEDERAL WAY WATER AND SEWER DISTRICT PURPOSE: SEWER MAINS NTH THE NECESSARY APPURTENANCES AREA AFFECTED: A PORTION OF SAID PREMISES 'A' CALL 48 HOURS BEFORE YOU, DI,G 1-800-424-5555 0 IAJ w r�in z 0 zu A z *4 c 4"m c c G E 0 bad v. u 0 co CL CL CL c co I to .00 0 C. M'Cnl4 AD E 0 0 tc,4 c') E *%".000 $79 c> o 'y -.4 0 X z 0 z X, 0 Lu Ld > z w LJLJ :D U) 0 Oman== < CL Lj a. z C:) CL V) 0 Lli :D 0" z j Ld. < F_ 0 z :D 0 : .00ow Ld LAJ 0 IAJ LL. S,,E4 1/4, SECTION 9, TWP6 21 N,,, RGE., 4 Eo� W4ma- . I I I I , , , I (FR—LINE — SR-5 — PIERCE COUNTY LINE TO JCT SSH NO, 5—A�l I I z I . 0 0 . I 11 I I I 11 15; I W. 11 . 0: "" I '% I I " il I 5WIMLAb I WW CKX I I , 40� 1 A, 1, I I I I 11% , 1�11 SCALE IN FEET oFnRE HYDRANT. 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NS LEGAL DESCRIP77ONSa P CEL 022 .10491 AR IPA RCEL A: 14 SEC TION 9 —HALF OF THE SOUTHEAST 1 '0 OF H ONE THAT PORTION OF THE SOU T tS: Pon!' TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.# DESCRIBED AS FOLLOW BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH aEAST ALONG THE WEST LINE THEREOF A DISTANCE OF 540.77 FEET TO 01 *2918* ItALONG SAID EASTERLY MARGIN A DISTANCE OF 10,99 FEET IIIArk ry IItoy, 00 EAST A THENCE NORTH *14" A DISTANCE OF 162,84 FEE E HAVING A RADIUS OF 390t 04 FEET IOF A CURVE TO THE LEFT, SAID CURV IIOtto ITHE EASTERLY MARGIN OF 23RD AVENUE SOUTH; THENCE NORTH 25#4029 EAST TO A POIN T OF CUR VE, Otto' THENCE NORTHERLY CONTINUING ALONG SAID EASTERLY MARGIN ALONG THE IARC Kowa-. THROUGH A CENTRAL ANGLE OF 23*55' I98 FEE T, THENCE SOUTH 88*24"15" EAST A DISTANCE OF 304 ITHENCE SOUTH 8824"15# 0129*18 EAST A DISTANCE OF 11,49 FEET, x DISTANCE OF 265,00 FEET; THENCE NORTH 01"29'18" EAST A DISTANCE OF 1 91 Woo., HENCE 107 FEET# THENCE SOUTH 8802227 EAST A DISTANCE OF 452,50 FEET T 46 E POINT OF 18 N OR TH 0 1`z EAST A DISTANCE OF 27,55 FEET TO THE T S8622 23 E 222,52 BEGINNING OF THE HEREIN DESCRIBED TRACT ,)ISO Alloy IIEAST A DISTANCE OF 190t 95 FEET TO THE THENCE CONTINUING NORTH 01*29 18 '927" EAST ALONG aim, pool SOUTH MARGIN OF SOUTH 317TH STREET; THENCE SOUTH 88622 IH MA to looks SWAR, T THENCE x0almost SAID SOUTH MARGIN A DISTANCE OF 41.96 FEET TO A POINT OF CURVE, RGIN AND THE EAST MARGIN OF EASTERLY AND NORTHERLY ALONG SAID SOUT ISAID CUR VE gifts I28TH AVENUE SOUTH ALONG THE ARC OF A CURVE TO THE LEFT, to, IOF 230, loy 00 FEET THROUGH A CENTRAL ANGLE OF 81014"49" A HAVIN IIwo jots EAT a w1yal AIN 51 I FEET TO AN INTERSECTION MTH THE NORTH LINE OF THE we; 11 1 qjw I SOUTH 165,00 FEET OF THE NORTH HALF OF THE NOR III40 Kv - - OF SECTION 9; THENCE SOUTH SOUTHEAST 114 OF SAID SOUTHEAST 1/4 AM V, So, A Ail! sly, son 88*2z zl'** EAST ALONG SAID NORTH LINE A DISTANCE OF 81.02 FEET TO THE 180.1 clip 14 MAY ;y WEST MARGIN OF PRIMARY STATE HIGHWAY NO, 1 (INTERSTATE 5) AS NOW IMat to Ii Ini IESTABLISHED; THENCE SOUTH 16"37',30" WEST ALONG SAID WEST MARGIN A HE WEST 30 FEET OF SAID I FEET TO THE EAST LINE OF T il—A T two M SOU THEA S T 14 1 OF THE SOUTHEAST 114 OF SECTION 9; THENCE SOUTH 01`45P45" WEST ALONG SAID EAST LINE AND CONTINUING ALONG SAID WEST MARGIN A ANCE OF 19.03 FEET; THENCE SOUTH 21#06$15*0 WEST CONTINUING ALONG SAD DIST T `15" WEST A WEST MARGIN A DISTANCE OF 66* 38 FEE THENCE NORTH 8824* DISTANCE OF 246,95 FEET TO THE TRUE POIN T OF BEGINNIN ways still 11 A I to! I092 "I 04- Ib Mon -AWS um In fill fill! OF KING COUNTY LOT LINE I1981) (ALSO KNOWN AS LOT 5 (REVISED APRIL 22, "NT Rf,,G,.0R0L"0 UNOER KING COUNTY RECORDING NO, 8705120940), AOJUS'FMF,- Itwo FOR SOUND TRANSIT IN KING EXCEPT THAT PORTION THEREOF CONDEMNED 114 ICOURT CAUSE NOS. 03-2-12827-7 KNT AND 04-2-00458— 6 Ilot &A KN T; Mom -Qs fvw HOTEL tanneries SI TUA TE IN THE CITY OF FEDERAL WAY COUNTY OF KING, SATE OF WASHINGTON, Not; Iegg! cot IFFsx465v0 PARCEL 6: N2 Mo AN EASEMENT roR INGRESS AND EGRESS AS DESCRIBED IN KING COUNTY IRECORDING NOS. 870515,.0734 AND 870515073 AS AMENDED BY KING COUNTY IIR RECORDS OF KING tECORDING NOS, 870922,3085, 8804210692 AND 891010121 1. IC OUNTY� d' ATE OF WASHINGTON, SITOATf.-,' IN THE CITY OF FEDERAL WAY, COUNTY OF KING. ST two BE RELINQUIS i toy! 1 0j pow, 0 9U &W IIVol 400"N M TM E N T FOR,, T/ TL E TfTLE INSURANCE ER No. 618175, POLICY NO. 10,93-24,1567, DAED MAY 31, 2006# IINSURANCE ORO IPA R CEL A THA T PORTION OF TH W HWEST QUARTER OF THE SOUTHEAST QUARTER OF E SOUT IIN KING COUN TV SECTION 9. TO NSHIP 21 NORTH, RANGE 4 EAST WM,,, IW BEGINNIN AT THE SOUTHWEST CORNER OF WASHINGTONo DESCRIBED AS FOLLOWS, t*18" EAST ALONG THE WEST LINE THEREOF lSAID SUBDIVISION; THENCE NORTH 01"29* F 23RD AVENUE SOUTH; A DISTANCE OF 540.77 FEET TO THE EASTERLY MARGIN 0 It too tASTALONG SAID EASTERLY MARGIN A DISTANCE OF . MY- THENCE NORTH 25`040 29 THENCE NORTHERLY CONTINUING ALONG SAID .99 FEET TO A POINT OF CURVE, EASTERLY MARGIN ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE IEET THROUGH A CENTRAL ANGLE OF 23*55 14' A woo mm" HAVING A RADIUS OF 390* 04 F THENCE SOUTH 88*24'15" EAST A DISTANCE OF 304,98 DISTANCE OF 162.84 FEET rA-qT A OF 11.49 FEET., THENCE SOUTH r"C"r, Tur MqTo NrF 0 8 EAST A DISTANCE OF 265.00 FEET THENCE NORTH 01#29#18" EAST A 88 *24 1 co fz) fit CC: E I.- # ZI tA ST A DISTANCE OF 452.50 THENCE SOUTH 88*22 IDISTANCE OF 13. 91 FEET. RACT4 0921 04 903 IFEE T TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED T THENCE SOUTH THENCE NORTH 01"29"18"' EAST A DISTANCE OF 27,55 FEET IIIANCE OF 246.95 FEET TO THE WEST MARGIN OF PRIMA R Y 8824'15" EAST A DIST AS NOW ESTABLISHED; THENCE SOUTH 1 (IN TERS TA TE 40 STATE HIGHWAY '[HENCE IEST MARGIN A DISTANCE OF 125. 01 FEET, I21 100 5 WEST ALONG SAID W oil, MIT WEST CONTINUING ALONG SAID WEST MARGIN A DISTANCE OF ISOUTH 26#12 ju .4. 14 WEST A DISTANCE OF 254.77 FEET, II2.38 FEE T. THENCE NORTH 69*30 �Do ITHENCE T, NORTH ST 122. 42 FEE. 7 IH 52*49" o tA THENCE NORT 0 1 *29 EA IST A DISTANCE OF 61.02 FEET TO THE TRUE POINT OF BEGINNIN . ....... . ........... N AS PARCEL 8 OF KING COUNTY LOT LINE ADJUSTMENT RECORDED (ALSO KNOW 094 UNDER U) poll' . ...... .... ONE of AN EASEMENT FOR INGRESS IAND EGRESS AS DESCRIBED IN lists N 951, oil? UMBERS 8705160734 AND 8705150735 AS AMENDED BY RECORDING tug 85 910101211, AND AS AMENDED BY N vigils, IION IN KING COUNTY SUPERIOR STIPULATED JUDGMENT AND DECREE OF APPROPRIAT COUR T CASE III-6, RECORDED UNDER RECORDING NUMBER NO. 04-2-00458 0 I4P MQ rl ISHEET INDEXv, IC01 COVER SHEET ICO2 COMPOSITE UTILITY PLAN OSIONISEDIMENTATION CONTROL PLAN N EDIMENTATION CONTROL DETAILS D INAGE PLAN C C08 STORM PROFILE ISITE PLAN C09 STORM DETAILS CIO STORM DETAILS U SCALE, C11 SITE DETAILS C12 SITE DETAILS C13 DETENTIONIWETVAULT PLAN AND CROSS —SECTIONS C14 EXISTING CONDITIONS CABLE: COMCAST CABLE 425-398-6131 TELEVISION: "'PUGET SOUND ENERG_,,,,..�7 73 ELECTRICITY? QAS: SO ED ENERGY SANITARY SEWER: LAKEHAVEN UTILITY DISTRICT 253-941-1516 STORM DRAIN: CITY OF FEDERAL WA Y TELEPHONE: QWEST 800-573-1311 WA TER: LAKEHAVEN UTILITY DISTRICT 253-941-1516 APPROVED II I 00 kv j co W > 00 0 0 CC W 0 CO 00 W OD 1. 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TEMPORARY EROSION CONTROL PLAN I I"; "I � ��� � t� , I',, I 1� 11-11- I 1, i'llil �%_�I'lj " I t1l"", I , �� , , 1, ,�,�, I �l 1, " �� , 'l "' � � � I", I 11 4 %l, '? "" � ;, ,*:-111'�l ,',,� q �� I'll ; A, I- " ,!"",. "I � - ; � �,,,', "A s " ; 1. �� ... , I , ,�`j , , , �,,", ,,�',",'!"", § � � :: �,`,` %,,�', � l , �lkl � ), ! �,Jl i4look `,� " i�,'�,R, 1� ... ... �'v��,,�, ; , , 0 , ,� I W I .,�� ��',', , �� 3 ,, 11 v � �� .. X I �',�Rl"�ll � � � ; � �,� I � , ,I, "r� , , 1, I " � �� 'R"ll � ", � ,� " �i'lli�ll ll� � �"� ', ill "' I , ,.,., I � 11 llrllll�, ,4" , ,11 .", """m , � I �Al �,� � "I I 1'�_ I 1. I t�,`.,��,,`�, "I ll� - � m 71 f f f�i k5t, ADAPTER SKIRT (FOR Vl "A I A PERFECT Fl T) V 0 OVERFLOW (TO BYPASS 24 . .... PEAK S TORM VOLUMES) SEDIMEN T A CCUMULA TION MAXIMUM FLOW RA TE OF 500 GPM., INSERTS MLL NOT CAUSE PONOING. FITS ANY SIZE CATCHBASIN UP TO 30 pl� x40" S�EDhlk4ENT FILTER INSL=RT . . . . . . . . . . . . . . 140 ,40 ,40 ,40 ,40 ,40 ,40 40 T�' 0 . . .. . . . , gol L PLACE INSERT INSIDE OF FRAME., AND PLACE GRATE OVER INSERT TO HOLD IT IN PLACE ---------- GRA TE --mom.— NOTEP,o TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. SURFACE AREA DE7FRMNED A T THE TOP OF WEIRt 4, 0 ** MIN, BERM 1,0� MIN, OVER 1, 0' MIN, KID TH ELEV, 463. 00 FLOW DEPTH TRAP TOP ELEV.*."W*462.00 2. 0' SETTLING Poll= DEPTH 0 00%, to* I to oeo lo*.b 4 a 0 "' * " 0 **.- . 0.1 o''t , V., * � 1 :1.0 . ... 01-*#.%o ilklil %*. 09 6111* ilkll POND 80 TTC 1. 5 0 SEDIMEN T ELEV,*�458,5 STORAGE 3 (MAX) (MAX) 2 NATIVE SO 1,0** DEPTH OF 2"— 4" ROCK BA CKFILL I 1.0p DEPTH OF 314A#—1 112" SPLASHPAD. 10** x 10� COMPACT WASHED GRA VEL, x I * DEP TH OF 4"— 6 MAX DEN.! QUARRY SPALLS, GEOTEXTILE FABRI TRAP 80 TTOM DISCHARGE TO STABILIZED ELEV, *~ 458.5 CONVEYANCE OUTLET OR LEVEL SPEADER. DOWN M.OPE V-w,0ffCH MAX EXISTING GRADE IMP -W;,; w VanupDITCH FILTER FABRIC MATERIAL, (A TTACH TO WIRE) PROVIDE 314pp lo5tp WASHED GRA VEL BACKFILL 0, IN TRENCH AND 00 ON BOTH 0 SIDES OF FIL TER FENCE 1-7 FABRIC ON THE SURFACE 2 x4"WOOD POST AL T., STEEL FENCE POST. 8 MIN# A '"- ........... ROCK MUST C`OMPLETELY COVER BOTTOM AND SIDES OF DITCH 10-0* 0. 5' MIN, 2, 0** MIN, F 2, 0 MINo 2 1 SLOPES CR0S8mpSEC770N *A 0 *8 It L L � THE DISTANCE SUCH THAT POINTS "A' AND '8** ARE OF EQUAL ELEVATION CHECK DAM SPACING BURY BOTTOM OF FABRIC MA TERIAL IN 8" x12" TRENCH 2 '*p — 4 " ROCK PURPOSE: TO RETAIN SEDIMENT FROM VERY SMALL DISTURBED AREAS BY CONSTRUCTION OF A TEMPORARY BARRIER MADE FROM RESIDUE MATERIALS AVAILABLE FROM CLEARING AND GRUBBING THE SITE, CONDITIONS WHERE PRACTICE APPLIES: BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION, WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE FOR CONSTRUCTION OF SUCH A BARRIER. NOTE: DOES NOT REPLACE THE NEED FOR A SEDIMENT TRAP, OR POND. DESIGN CRITERIAISPECIFICA TIONSt,- MINIMUM HEIGHT= 3.0 MAXIMUM HEIGHT= 5,0*. MINIMUM WIDTH� 5,0 AT ITS BASE, MAXIMUM WfDTH%.~ 15,0" " A FILTER FENCE ANCHORED OVER THE BRUSH BERM MA Y BE REQUIRED BY KING COUNTY INSPECTOR TO ENHANCE THE FILTRATION ABILITY OF THE BARRIER, IL .J.i co to 00 N 00 J;6 r- P%, 00 a. 1 V- to > w to W 0 cq 04 (j) C'4 , IL j e14N LO W to cq N i o X 0 Ir 40)) D I < 0. U. 0 LL 05052TE- DETAILS- C04. DWG A ........... MR jt� 7 ir i, C1, Aw Ar ism AV U11 MW 6 JI 11 W7 W I V Aftw- R7 -JaRL&M'', ILU "aj, ay� -It 11,11S FPI WIN 0 AK "It J P, DATE 1-4 w w LL w O(j J j z >- W W 00 Lo j J 00 N 00 T- N. N J OD w I 0) '1- Lf) CL (C) to CL (f) cq 0 U) CNI W j —j cq < 0 X 0 0�1 < tr CL U- 0 LL J* AMP OED SW AND So 2 SeEv SEC ION 99 OWNSHIP 21 ORTH, RANGE 4 AST OF W.M. 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P"ERMIT NO, IJ I APPROVED 4 4'' a.t"', DATE yrr is i s"V Ya It k I DRAWN BY,- TUR ISSUE DATE. 08 —07 SHEET REV,: 20* .j co RORr Alt 540 A 20* 172sl*.,. lQp SLAB 201* SIX EVENLY SPACED WLtS ON 10 3 $0 BOLT OIKLE FOR BOYING TO FLANa LL'7771''� . . . . ....... 120 IN... 12" MIN. L ALL STEPS & RUNGS J8 GALV. DEFORMED REBAR OR COPOLYMER PROPYLENE. 12* IN. 12* MIN, Vw ELEVATION PLAN DROP ROYak NO RMIN, 2410 CLEMANC �GME RINO (SEE NOTE 4) iT", i e%or NO I ES41 1, PROPRIETARY CATCH BASIN HAANIDHOLDS AND STEPS ARE ACCEPTABLE* PROVIDED THAT THEY CONFORM TO SEC, R. REQUIREMENTS ASTM C478, AASHTO M-199 AND MEET ALL WISHA . 2, CATCH BASIN STEPI/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURERo EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILARt PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED, 3. HANDHOLDS AND STEPS SHALL HAVE "DROP" RUNGS AS SHOWN ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. 4. SLAB OPENING MAY BE 24" X 20" OR 24" DIAM. 5, AS AN ACCEPTABLE ALTERNATIVE TO REBAR,,WELDED WIRE FABRIC HAVING A MIN, AREA OF 0. 12 SQUARE INCHES PER FOOT MAY BE USED, WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497. 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN, 7, HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE, EACH SHALL BE EMBEDDED AT'BOTTOM IN BASE 8* ADDITIONAL SAFElY FEATURES MAY BE REQUIRED IN VERY DEL*P OR UNUSUAL STRUCTURES. a a DWG' 4-4 NO* 7 1/4* FOR MACHININ;,f CLEARANCE THIS SAR 1 0 THICK (TYP. 4 PLACES) BAR$ 1 5/8" THICK THIS AREA BARS I 31W THICK THIS AREA LEVELING PADS a - 31e x I 31e x I /sit PQ NOTES', 1. SLOT FORMED AND RECESSED FOR 5/8"— 11 NC X 2" SOCKET HEAD (ALLEN HEAD) CAP SCREW. 2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS OTHERWISE SPECIFIED4 61 It STANDARU G%RATE" PAD 16 — 3/40 X 2 1/40 X 1/80 .mo GUTTER 4� 40: Ij 04 CATCH BASIN WALL : 'o A ♦ -A. APPROVED DATE N 08 xr W"I .,.aidz�w � s{ . . ... . . . . . . �w 21 05046DT02 ST—DETAILS—009—C12.DW t' .S G, ir„ ,u :uy, t;a., es r t t surd ,. e .. x. t; rn�, .�rf4atiLM; �iac�;e Ede PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE') CATCH BASIN TYPE DRILLED LIFTING E r- r P PLAN t I^" }tr. STEPS--w-WITH INLET SO CLEAR PIPES. i' e �► INTEGRAL RISER. 72" & 96*A N Ilr A Z i e+r r e •: NOTESt BOLTS, USE WITH THREE LOCKING r STEEL SOCKET HEAD (ALLEN HEAP) CAP SCREWS 2" LONG4 DRILL HOLES SPACED 12(Y AT I 1 1/ 16 RADIUS. 2. MATERIAL ' 3. DRILL THREE 1 INCH HOLES SPACED AT 120 0 AND 9 1/2" RADIUS. X M: MI s as; • �' f w„ # p , S ,: A ♦ .: �: a .. � � : + Am Aw r► s M A Mi a # 'M► is MNi � A • � � Nll e IM► # 'ilk.A SACKFlLL `? FOUNDATIONS 6 COMPACTED +DEPTH FOR PRECASTWE ONLY. -REINFORCING pMfF PRECAST BA F'Mi4.:. A A r,. INTEGRAL b If RISER ONLIAl 0415 SQ. IN,/Ft. IN EACH DIRECTION FOR 481+ DIAM, EACH DIRECTION FOR.540 N DIRECTION« 1 i► 0,24 SO.DIRECTION FOR 72* 'M. 0,29 SO, IN./FT, IN EACH DIRECTION ue DIAM# i O 1, MATERIAL IS CAST IRON ASTM 41t CLASS 30. 2,, DRILL AND TAP THREE 5/8"-ll NC HOLES THROUGH FRAME AT 12V AND 11 1/16" RADIUSt MAY G I a (+GJ AL AS F ,g r� G ! k ,� 4 t' rN%rrE'd 4EtJitt"u d f f Gex� t s' ga`n "pjt k k s et d. t Y,a �T �1 nr rf' s1 t. }Yta ! t 4 ti vt irsr„ t,j %a511 C s' ,�l S {, M1771 i if r4 SS y; i Y r* t Cy t } tr ti i 1.' j � rr i { tS" u Y l t, 3 i� t, `y 1, * 1 11 t' q�, 4 4V > 44 F tYf' ' 4 } A a 1 Y `1JdtY,$�t zq,j,a$1��uYiJa ka 4�__•__t";,{if'4}st?,;,y, r' A „,r$;��k;..}",r Eaw,.}. 4 Y h,:t{s�tt„�, hU�, i�:, .�YYi4)�r „r t„`�t�"sst ;i i"� 2rr��„r,?4:ra ��r,s}.rY vs£f,it U,t}nfi>s�,�jr„t"`4 7" s '3 a is , k, H s b g TO CONFORM TO CROWN LOPE OR 0.02 FT./FT. CEMENTMQQ,NjA LE EXPANSION JOIN 10 C,C12 FT,,/Fr. 2 0. RESIDENTIAL ,. spy/ '�Yy1�TR. 110 W 2—LANE we0 —LANE M Y �y�CEMENT CONCRETE 40' 0*.fyq�}, S SIDEWALK -'0 • • yr 'N°d• +#VR •° • ° •IW NOTE: TOP OF UP AT DRIVEWAYSt NEW Ij� Fr T EXPANSION JOINT RI4 —OF -- Y LINE 5 1 /2* R PAVEMENT to • • Yy TOP OF CURS .;« AT APPROACH •� w�«k.•, « :4 7 3/4:IJ N I EXTRUDED ASPHALT OR CEMENT O r rr i i �„FOR USE IN PRIVATE PARKING AREAS ONLY 000 2" I V �• M , URB AND GUTTER .10 PATCH MIN, 3 C LASS. 8 AC (OR MATCH EXISITING). MIN. 2*1 CSTC XISTING PV T, I I 1. SEE SEC. 3.04 KC.R.S. FOR JOINT REQUIREMENTS, 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE SECTION 3.3.3 FOR EXTRUDED CURB ANCHORAGE. BE USED ONLY PUBLIC CURB REPLACEMENT PAd WILL REQUIRE Y' Q11M REMOVAL OF ASPHALT Pi ;il MINIMUM .r.r FACE OF GUTTER /gDEPARTMENT • u� 77777777777777 "CARIES MIN VARIES .000 '0 ./ FT' 0.t •.. .R. 11 'to °�•°d �! 0i* M • ZAy, •yy «'1,�,"s f yfs y +f ; �,�pY ♦ MATCH EXISTING DRNMAY GRADE 2* CSTO for RESIDENTIAL CEMENT CONCRETE DRNEWAY 6" THICK C$TC for COMMERCIAL 1, COMMERCIALIDUSTRIAL DRIVEWAYS WIDER THAN 40* MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED4 ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID —WIDTH. SEE KC.RS SEC. 3.04, 3. CONCRETE SHALL BE CEMENT CONC. CLASS! WITH 47o TO 67,* AIR ENTRAINMENT, 4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 151 OR GREATER4 n rN Se{ 7grpC)"RIVEWAY a1SlEv c� r}',\i. +r\ t:, b(+ Y h�r.is ,\ }L§'p?r"}j IS \ YJy \U Sp rf\yJt +Ul 5 4 t?'- ,} s } 's b . ;%`a a.t< .J x ti. < .,� �". z� � -..,4, t „}....c.... .eU; f._.r, n 1.. „.. , S"e ' �, .\,t�,. �s s..�i�s,�,{. \, ,} � �,,.��'N3li�,��M�..l� ,, � > „ 'IRS r h x rt u r PERMIT ;� Sd 1 r ,t nP �. t } } ,J r 7 s 1 rk t, f' +, t x t b' i 7 ztt )+$ t7 b b t )4 v$ t j t n f 4r " 3 \;a 11A jy t.. z FI b( fr 2 4�aP i r p P� t` a r rf� 1 P,t i . i" �5 1t u1i`v$.U:k. a Y r fi r � hvr l 3 � 1 i t r'r 4"y {;Yz f „ 4F. S t .,, j i r EMBED POSTIN PVC SLEEVE, FILL VOID WITP NON -SHRINK GROUT =' ROOT BARRIER --�C'fj��� ► n `/j�//�% (TYP., BOTH SIDES )�� �\����\/ BACKFILL WITH CLEAN .�\. NATIVE SOIL t'-6” MIN. REMOVE BURLAP FROM � NOT TO SCALE NOTESi 70P 1e3 4F R407 BALL — ADD 3 WATERING RING MIN. 2X R04i BALL iRM NATIVE SOIL PLANTING= n 11 1. Dig hole 2-3 times the width of the root ball and as deep as the root ball. Do not make hole deeper than root ball, 2. Remove containers, biodegradable pots, synthetic or treated burlap, wire, twine, or ropes, Leave natural burlap in place and fold back, Loosen the roots and spread or cut circling roots. 3. Place top of root ball even with or slightly higher than soil grade on firm soil. Do not add soil amendments or gravel unless approve by Public Works Director. 4. Install 4"x 240P perforated drain pipe,, fill with drain rock. Pipe shall not extend more than 1/2" above finish grade. 5. Back fill with clean native soil. Firm soil around the root ball; water slowly and thoroughly. 6. Mulch around tree with 2-4 PO wood —chip mulch. Do not place mulch next to trunk. ROOT BARRIER, 1. Root barrier shall be rigid High Impact Polypropylene treated with UV inhibitors, minimum 18" height, with 1 /2" raised vertical ribs 6" on center, or approved equal, 2, Install root barrier in continuous 24' strip, centered on tree, next to sidewalk and curb according to manufacturer's directions. Exposed edge shall not extend more than 1/2 00 above finished grade. STAKING: 1. Use 2, 1--1 /2" by W—O" rebar tree stakes. Do not drive stake through root ball. 2. Attach tree to stake with canvas web belting or rubber, using a figure-8 formation. TAGS; 1, Remove tags after inspection, PUBUC WORKS STREET TREE trLANTING DWG. No. DEPARTMENT FOR PLANTER STRIPS 3o**29 M00 co M00 > 0) 0 .L4 4< 0 TOO" 10 W, C") j N OD �w 00 I=-- 0 LO W Z �I e Z W 0 Q W 10 LO Cq 0 W C\1 (1) LL CL , U Y� .ti Fa F 1 I !Y i4 7 It �j"tr }t tt {. tl i e; � t4. z i d i r t t k y f{# ft z 4 t'i } t t t t� 1, ' r }r tti } z# i r n}( irc s n�f s iR�+ 1Y f," Y { �1 tl``t A11��1 414 ) r # 1 .sir• k'r' 'Vg'J + rs �t E ?t { S b k 1 h F r ` 4 { y ' f `;s .... ... ...... 1,41777,77o" 12" RI'tt< FOR FLOW DETEN77ON/WET VAULT SHEER will. CONTROL WITH 12* CBJ2 (TYPE 11, 48 0 0) REQUIRED LIVE STORAGE-14,874 CF GATE FOR DEWATERING W1 FRAME & GRA TE REQUIRED DEAD STORAGE� 7o 189 CF RISER OVERFLOW ELEV,0~458*30 CB#3 (TYPE 1) LIVE STORAGE PROVIDED— 14.,874 CF RIM-463�50 FIRST'ORIFICE DIA,-1.13" INV*=449#60 36"0 ACCESS RISER INV=459.71 (8 " IN) W1 FRAME & GRATE N DEAD STORAGE PROWDED�8t880 CF SECOND ORIFICE DIA.%.."0.95"P W1 24"0 SOLID 00 INV=456.28 (12 " IN) RIMONO"46 1 t 60 00 INSIDE VAULT DIMENSION 6" ELBOW INVvm"w456o10 60 (6 " IN) 1111 x 20V 12,2*H (AVERAGE) LOCKING LID. INV=456,18 (12" OU T) 88 LF 4" PERF, INV=458 INV, (12"OUT)*000451,60 RIM**.w462.80 INV=456.81 (12") WQ,, SURFACE ELEV=451t60 36`0 ACCESS RISER W1 0' ACCESS DOOR FOOTING DRAIN 10 YR SURFACE ELEV=458,30 X1 ct 00 8LF 12 " S T S"00*0*0050 -s I I � 24"0 SOLID LOCKING LIDO OR REMOVABLE PANEL *a~ �5- m #2 -462.00 RIMVA� 462, 10 S-82,25X RIMom"w 462, 00 RIMv$-ww gol v.w.w I 1 11 110) -0# 6' FREEBOARD IN V, 444o 20 105LF --- 12" S T MINOR` C13#1 1 (TYPE 1/* 48 *"WWI S 462.50 INV* 446, 10 W1 LOCKING LID EL. 4o 00� Lop —460.30 RIM� IN Vo 446, 1 IN V= 451.31 (12 SSMH #3 INV. --447.60 4. 00' EL, —458, 80 ------ -458.30 EL. SSMH #1 8" SHEARGA TE 10 YEAR WA TER 24 LF 4 PERI- o SURFACE FOO TING DRAIN INV=448*80 10 YEAR RIM�464.30 Slft~ ot 0050 INV,(12 )-449,60 RIM*".** 462. 0 WATER SURFACE SHEARGATE IN V. 445.60 2* OOX INV=448.80 INV, 44 7* 1 4.0ox gm, A - N ogral mrwwra 56LF 12" S T Oman= el V. - mm" 5`Ox10" ACCESS DOOR S--0.5% INV. — 451.6 0 Lu 2 s7- L—INV,-445.60 OR REMOVABLE PAN S4:Z25, 0-ymft�� RIM-462-00 25LF 120 ST .,.:4" NON PERF, TO 2 I'll , 8" SSS TO SSMH #21 S-5.567o EX CB AT 1-5 56 LF 12 ST c� V) S-- Ot 5%. INV=449,60 (12) �777 —44 IN V. INV 446. 1 U #11 (TYPE 1) INV�447 FRAME & GRATE ;'60 W INV-446JO ct ot RIM-462.00 RIM-461,20 116 LF 4" PER IN V, — 443, 51 INV=458o2O 37*00 FOOTING DRAIN IN Vt 446, 10 S-.�~ 0. 0050 12 " RISER FOR FLOW 4*" PERF, FOOTING INV.-446.10 36"0 ACCESS RISER CONTROL WITH 12 SHEA R DRAIN @ Oo 5OX -445.60 W1 24"0 SOLID LOCKING LID# 111.00" GATE FOR DEWATERING IN V. RIM*.*"o462-75 1 ou OVERFLOW RISER ELEV-458,30 SEDIMEN T 20,00 STORAGE 113400, FIRST ORIFICE DIA�1.13`* INV=449*60 .......... lo", SECOND ORIFICE DIA�0.96 6" ELBOW INV=456,10 INV=451.60 (12" OUT) 22o 00' COMBINED D E TION/WETVAU PLAN 36 "0 ACCESS RISER W1 24"0 SOLID LOCKING 00. RIM= 462.801 EL-459*80 EL+=458.80 I'll woo i- A-m* ELVzo-458.30 10 YEAR WATER SURFACE IN V* *-0"44 7t 60 INV,0�445t60 4'0 PER.F. FOOTING DRAIN @ Oo 507o DETEN710NIWET VAULT REQUIRED LIVE STORAGE*�14#874 CF REQUIRED DEAD STORAGE....* 7. 189 CF *.04�0 LIVE STORAGE PROVIOED-14#874 CF r1r-At') QTt)r.>Ar.P Pr?0V1t)Ff).-....R..R90 CF COMBINED DETENTION/WETVAULT SECTION (B—B),. 5`X110` ACCESS DOOR OR REMOVABLE PANEL RIM".w 462, 00 WALL ANCHORS AT 3** O.C. (TOTAL 3) 56 LF 12'" S T Slo� 0. 5Z INV,(OUT)=451.6` PLASTIC SHEET DRAIN W1 FILTER FABRIC (TYP.) 1.0 TO 1j" WASHED CRUSH itop ROCK AROUND 4" PERF, FOOTING DRAIN (TYP,) PERMIT NOIO ... .... . APPROVED y E E 1, 81 J 1-1)", 1 N ("), '11") F F"""'T IL cl z z Z J W W OD LO cq 00 J T- 0 ts". 0 10 0) , (L > w to W cq c\1 I-- cj 0 M w cq law* .j j 0 �z x C) 0) Lo :) 3: < Cr -- F- EL U. 0 U. DETEN110N/ VVETVAULT PLAN AND - - .. I I __ - YAOSIMOOODIVAINORINN011o�-� so __ " _ ___ � I - 1 1, ill- I . - - WvAwowmmww� . �- - - ftOWMNb� A% I& ffi,amb, rom A Imm- A Ct-wr to%= W KA WASHINGTON I I " 11__ � 11 .11 � - I/ --77- 11 --41,_ - ,4b,,,jh,j,,ww � — - ;7 I I I , �:.,��t,��!�,�",�,,�:".,.""\ ____ � _J_ v j � i i 1, " `,�, W if "I � - " " " � � . , , ,� 17 � , %, ''� :'113�i_ �zn,, * � �,, � _Z' _,,_ , " I . - �\ '"� , ,_�__ I 11 ,e �; I K, I � '1`*"1 "*"��_ . 11 . � - � 3 , ,__'_ __,__ � I - 7" --,,,, 2 0,37 �,,', ,� _-,� -, .. 1\1� ��.�,), . "� y il , / �,. N f-p -11 I 111-.1-1 � � '' - 1171ki",� - SS - SANITARY SEWER ,__-_,'1'1- , -, �_::�,�'.,'%�,-� s ,,�,r � I - , _ " �;l_% ' - ..... . . ( ',��, I _,� �,,,, V*00 , , , I ,�."",,�,,�:,��,,.�'-,:�,�,����,��,, i -In_ . 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U. so m #V%k v LL — 00000, elm N ---Mkoo ,, 404"Mmmo fto 0,00 0 ow om 4%2" fto Architectural Site *REFER TC) LAND5CAPE PLAN FOR ALL PLANT/LANDSCAPE LOCATIONS U, 11,,,, p T I i M"� V DO pj! - nA 17 phone Oro-285-1224 :2005-285-9BGO fm< S-50 A,� Ave. S., !ouite 201 seaHe washIngton 06134 PROCESS III rzl-Nr r1P NortmElevation rii L91I 20 I H -I South Elevation _ --- limm m O H 1 WOW po"" AP lr. "/ HI r campestre wueen ElizabethEDG7E vw cer griseum/ aPkAPERBARK MAPLE 'LENDER HINOKI CYPRESSlis iamecyparis oe u Irad do/ RAYWOOD Az�,H' ,*axlnus oO Raywoo A 91 tie Gem EVEKk.7KEEN MAGNOLIA agnola LIT 10 '00 1 M^'t 2^LA4" FIR u suedotsoftc menziesiv uuu%j Z) 19 u v elkova serrota 'G`�-reen Vase'/ JAPPANES"E ZELK" `A 0 r) to min. 2-1/1r. cal. .s.treet tree form min. 2 caL ''1 compact t min. 12 spr. %AOMPOC 2 gal, /min. 18" hgt, min. hgt. A gal. min. 24" spr., hgt. min. 36" hgt. min. 36" hgt. min. 30" hgt. min. 24" hgt. min, 18" spr.,, non —sheared min. 5 fronds 0 12" ox• loft gal. /min. z spr. min.to i 21 spr., bushy 2 gal. /min. 12" spr. 2 gal. min. 18" spr. 'i gal, 0 36" OXII ,tzilenn Takagi M L rvchitect andscape N. 8550fidand"s W.w s u ite #102 Shoreline, WA 98133 (206) 542.,6100 FAX"--lo6) 546-1128 V- W"N" Z4 vA YS Jg ........... ua Sheet .......... ......... ...... T 4 1 IH MINI i 4 m 4 s I J, 4 4 4 4,4 4 4 4 I Hill!! 4 'j`,�i3iji�};i'1'})i IW 4 4 4 441 HIM �mtjif 11H 4 4 1 JH WM 4 4 4 4 A 44 4 —two 4 4 44 EACH TREE MUST BE PLANTED FLARE IS 4 THAT THE TRUNK 4 R- ` OF THEROOT CHAINLOLICK 11E'%o3% VISIBLE AT THE T'Ov BALL. TREE!"31 WHERE THE TRUNK LARE I I BLE OZ3116 ALL BE REJECTED. DO NOT COVER THE TOP ^'"W- BALL WI'TH I o OF THE R0u I A all MINO 11.0 x 1.5 IN* APPROVED :031TAKE MATERIAL "CER ALL 'L0143TAKE'S"" :'o:3'm'ALL BE DptRVEN OUTOZZ33DE 4 IN, HIGIll"i EARTH.S"Au .��-�BEYOND EDGE OF ROOT BALL', THE EDGE, OF THE ROOT BAL.A."Ill" FINISH u IC.IITill ANGLED SIDES 18 DEEPft& Ru^uo*&T vt3&Aftw<1w&r%IEr" �V A soft% (PLAZI111 C;) A�Aol REw'o%u&mlRED (MIN* 4 ROOT BALL IF PLANT IS SHIPPED WITH A SET 1-12so BELOW GRADE ON SIDE TO °, ✓�Kll Nll� WIRE� ROOT'"%ALL, tj BE vmOTECTED. BASKET AROUND THE a Aulli N I N CUT THE WIRE BASKET IN FOUK C 0 M P AC., T ED AMENDED BACOXFILL'i 8 IN* INTO PLAUJO%ES AND FOLD D`WN SET TOP ^F:ROOT '"'LLANTINtIl HOLEO """OIL AROUND f'%O'O'% TAM"" ZS T BALL BASE FIRMLY WITH FOOT PRESSURE "B"AALL. FLU m IN* Arl DRAINING SOILSi NOT SHIFT. SO THAT ROOT BALL DOEz> 'HIGHER 1 o '03 TIGHTEN TIES ONLY EN0`UGH TO KEEP FROM SLIPPING. vCK SHALL BE LONG ALLOW FOR SOME TRUNK MOVEMENT, CHAINL"'N ENOUGH TO ACO,*COMMODATE 1.5 IN. 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" ii,ii���������������������������������������������������nmom= j � ! j� I i 1 �i 1 � I I I I i " �J, 11=__ LEGAL DESCRIP77ONS: i � I I 1 --- __1_______ � FL-0-9 1 =21"9--J-8 - .2 i � i [11 __ � 6 a so N mo W, I w w w f FF w a I I w A& M� J'ATWWAS'S A AIN 0 0 4, 2 A a a mp,&A� W.N&Mw ad I A& I Fli a A so - I or A a I A Mr.". a v v A I - 9 'IT 7 a of I I mmi W-71 19n,' � fiffs"NOW rp I A 0 T �A a .__________1__1 11 - k ff A I 6 lop I I'T K f I � I I A A v 0 91 I It It 44000 2 - w if 0 ff ir 6 r Imi"W11TOMMEORLIND " ;wk , fir-jim ,low Mr !d KA An w r Id m i A I so w w 6 a I w �___ _ � I I — - - _ I I k I do � I I I ____ ,- I 0 A w.. i I I w w m W, * I so & � �; qp AMAW-WAFACNIM m F I . _00- a m & A I 4 p PF I 0 0=0 - a I do a a 1 T I � F r w It fiwjz_�m Aff 11 I � " I jff1z=ff1kT]mi Col C00"VER SHEET CO2 COMPOSITE U77LITY PLAN CO3 TEMPORARY EROSIONISEDIMENTA77ON CONTROL PLAN C04 7EMPORARY E"ROSIONISEDIMENTA77ON CONTROL DETAILS C05 STANDARD NOTES C06 G`n'��ADING AND DRAINAGE PLAN C07 STORM DE IL C08 STORM DETAILS C09 STORM DETAILS C10 STORM SECTIONS AND DETAILS C11 STORM SEC77ONS C12 STORM7ECH DETAILS C13 SI 7E DETAILS C14 S17E DETAILS., POROUS ASPHALT CONCRETE AND SUB —BASE SPECIFICA77ONS C15 EXIS77NG COND177ONS 17420 116TH A VVE. S.E. RENTON, WA 98050" 1 . PHONE.- ('425) 235-8440 FAX (AF2.5) 235-0266 U 77L1 TFY PRO" WD ER"'!"i" 0 CABLE TELEVISION, COMKCAST CABLE ` 425-398-6131 E L E C' T R 'I C I T "T"' ': U R 888.225-5773 GAS: PUG"ET SOUND ENERGY 888.225-5773 SANITARY SEWER: La LAKEHAVEN UTILITY DISTRICT 253-941-1516 0 R R e CITY OF FEDERAL ,WAY 253-835-2700 TELEPHONE.- QWEST 800-573-1311 ,,WATER: Ll LAKEHAVEN UTILITY DISTRICT 253-941-151 "Do' IDATE W% 00 000 1"" I rV10% R~ w 0) AIW% > 0 ULJ 2 < < N I **a.- 01%& _Jm 0) 0 u 11 10 10 % " I I v I CO u.j 11 (y) 9 0 A*^ 00 v a a I LO w ,I c') — z Iz e"s 000*N V J w a 0 1 ^ IV w 0 ,vw:c 0 < 0 W < LL C�4 %.- Lo ,0^ (N .Opp ,ft rm I OL %%Woo .,%koo > U. "Imor 146, * n ) vjj rm� - - - - A A *wt 0 rmol T_Q (A r- a N%O ;m� ro�" _4_j $:� Ad *14L rl I m #%\ too -�000j t4 r—.-q Ad **,& Sri s rm� f I A ;; * T*414 ;:� A N ;_.., I a %wo V ;; $ t (0 ci Qw) . ct 6 rm� a ym� I � r- ^ 0 rool-ti I V.j , t-0 pw� "o .., ;.-; $� 1 in I I : %a w 0 T"0104 I ; �� I 11: Apoaft r-4 ;� I # TON" I �__ I :1 0 I . ct I I I :, I I " I I I � I U P,� I ''I I 11 I I I I I I I I , � I I I I , I I I I , 'T I I I , 1� '' I 11 , I I I ''I I � , � � �,� ,� , , I 11 I I I I I I I I I I I I I I I I I I I I I I F, I 0 < 3� � 1 1 I i 1 0% , I I i 3: � � 1 z mi I I I i , < I � , a: I ui � I 10 I I I I I I I I , , , , , , I I I (j) , I , ": �,� ; , I , I , �� � I , I , : I! 1� I \ I I I :m) (1) I I , , I � I um . 2 I .<I 1 8 >_ < I I � I �: i i 1, I A4K z j J V I I A 0 Tm I I j < >_ (D 1 to i I j 2 Cq OD , I .j TOO root 1%*, < OD 00 I - 1 T- I t= CL (3) I � < (D 04 I I � 1 I d m U) 0 I �.. I N 0000m,41% � 1 I � 1 � ,00,'o", 0 , . W <to (N 11 � I � � z t= .j < >- �: .j 04 r. 3: %640 to I' " "'� 0 �z - X 2 < ir ± I 0. UL il , , � to w I am X 0 i "', � " I I __ � 11 I I � I ''I ''I I I I I I 11 I LL I , I , I ,,, � 11 11 11 I -_ , ''' "-L'-'-' --- -�' - PROJECT NO.: 05TLA!4R; . to-ILOW& DRAWN BY: " � ISSUE DATE: 0`85-w-31wm07 I I I I L SH ET REV.: Zi0omm'110-0-8., so 4 0 0 1 I I I I . , � I � I I I . I __ _ -A I—— m m -.A C) 00 00 vi VI 0 vi O NJ 41'r - v wwr%#NIN 1 SPALLS TEMP., "lm%e,*,0#%CK'rE`D, ClIONSTRI-Jr TION ENTRANCE SEDIMENT ACCUMULATION MAXIMUM FLOW RATE OF 500 GPM, INSERTS WILL NOT CAUSE PONDING. FITS ANY SIZE CATCHBASIN UP TO 30" x40" FILTER FABRIC MATERIAL mrol (ATTACH TO Kffiv.,i PROVIDE 314" 1.5" WASHED GRA VEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE GRA VEL OR NA T1 VE MA TERIAL CAN BE USED 2 pf x4" WOOD POST ALT, STEEL FENCE POST. 0,50 2.0* 2.0" 5.0' 1. 0 2-5* 1,5' A L 4 NN Ilk DOWN SLCFE VADITCH MAX. EXIS71NG GRADE 4 SURFACE AREA DETERMINED A T THE TOP OF WEIR. 1.0* MIN. OVER 1. 0* MIN. FLOW DEPTH LF TRAP TOP ELEV. ON~ 462. 00 ROCK MUST COMPLETELY COVER BOTTOM AND SIDES OF DITCH 10.0 pop 0. 5 " MIN. 2. 0` MIN. 2. 0 * MIN. 2 1 SLOPES CF?0Wm-SEC770N PA P 2" 4" ROCK L EXCA VA 7ED SOILS im A A sp sp so w W A A A A AAR& AK An m 4. 0' MIN. BERM VV10 7H ELEV. 100"463. 00 Nl� v v V7 0&'** Old 6%* 4 DEPTH 1. 5 * SEDIMEN T (MAX) 1 STORAGE (M AX 3 2 1.0* DEPTH OF 2"-4** ROCK 1.0" DEPTH OF %3,/A4r"-1 1/2" SPLASHPAD. 10t x 10' WASHED GRA VEL. x 1' DEP TH OF 4 "- 6" GEOTEXTILE FABRI QUARRY SPALLS, TRAP BO TTOM DISCHARGE TO STABILIZED CONVEYANCE OUTLET OR ELE V. ommop 458.5 LEVEL SPEADER6 L 40"m THE DISTANCE SUCH THAT POINTS *A` AND **B** ARE OF EQUAL ELEVA77ON CHECK DAM SPACM jne� 00% Ile Alk m C�AHE(00..%er'sie, V'A 6.0' MIN. WIDTH 1.0* MINIMUM DEPTH OVERFLOW SPILLWAY 100041 60, 00 fo 0 00 0 00 0 4400* 4*b ,% 0-* 0 0 * * 0 Ir 0, 04 ot -A 06 r ...... POND 80 TTOM I A ELEV. 458.5 NA77VE SOIL OR COMPACTED . moft BA CKFILL ( 0 tfA CKFILL TO BE COMPACTED TO 957* OF MAX DENS1 TY-) GEO TEX71LE LINER r,l I no All ��J'9rff 4 4!L4jpZf if OPL40 lacipjIJAMFMA M, A m m 1. 0' MIN. DEP 7H OF 314". 1 1 WASHED GRAVEL. 1.0" MIN. DEPTH OF 2*"-4" ROCK FILTER FABRIC MATERIAL PURPOSE: SILT I=L=NCE SPECIFICAVON IN 60* WIDE ROLLS. TO RETAIN SEDIMENT FROM VERY 1. SEE DETAIL LEFT SMALL DIS77JRBED AREAS BY 2. 774E GEOTEXTILE USED MUST MEET THE STANDARDS USED 2**'x2" BY 14 GA. WIRE OR EQUIVALENT IF CONSTRUCDON OF A TEMPORARY BELOW A COPY OF THE MANUFACTURERS FABRIC STANDARD STRENGTH FABRIC USED BARRIER MADE FROM RESIDUE SPECIFICA77ONS MUST BE AVAILABLE ON -SITE. MA TERIALS A VAILABLE FROM �,146 x CLEARING AND GRUBBING THE Sl TE. ICE APPLIES: HERE PRA C T CONDI 77ONS W AOS (ASTM D4751) E SIZE (0. 6- 0-15MM) FOR 100-400 SIEV J., BELOW DISTURBED AREAS SUBJECT TO SIL T FILM 50-100 SIEVE SIZE (0-3-0.15MM) FOR SHEET AND RILL EROSION., WHERE e w ENOUGH RESIDUE MATERIAL IS OTHER FABRICS /v" AVAILABLE FOR CONSTRUCTION OF INA TER PERMITTlVf TY (A S TM D4491) 0.02 SEC- MINIMUM 14 R SUCH A BARRIE NOTE. DOES NOT REPLACE THE NEED FOR A SEDIMEN T TRAP OR POND. GRAB TENSILE STRENGTH (ASTM D4632) 180LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH DESIGN CRI TERIAISPECIFICA 77ONSO FABRIC F- "WNW 6' 0. C. MAXIMUM POST SPACING MAY BE INCREASED MINIMUM HEIGHT= 3.0*. MAXIMUM HEIGHT= 5.00 * GRAB TENSILE ELONGA77ON (ASTM D4632) 307* MAX TO 8** IF WIRE BACKING IS USED MINIMUM WfDTHvwww 5-0* AT ITS BASE. 707v MIN. MAXIMUM WIDTH- 15.0'. ULTRAVIOLET RESISTANCE (ASTM D4355) BURY BOTTOM OF A FILTER FENCE"OANCHORED OVER THE FABRIC MA TERIAL BRUSH BERM MAY BE REQUIRED BY IN 8" xl2'0 TRENCH KING COUNTY INSPECTOR TO ENHANCE 3. STANDARD STRENGTH FABRIC REQUIRES MRE BA CKING TO THE FILTRATION ABILITY OF THE BARRIER. INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA SMENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. SIL r7' N %em 20%0 "E 11 1, SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1* DEPTH. 2. ANY DAMAGE TO 774E POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. APPROVED no 8 OF FE DATE .00 (j) 00 100" 00 W 0) > 0 u u Big cl: 00 uj 00 v j F- w cv) cl) Z Z e-N W 0 W )< (c) m w 10 < 0 w to (f) (L N %� U. u. A N ,a N& two � rf nil ob >m um um 8 < fivi J J 0 >W- 0 D j 00 04 OD J FD E (L > 0 > C4 > N cs Z J W 0 3: cq X 0 X < 1, F- (L LL w 0 LL PROJECT No.: 05046 DRAWN BY: IlmoR ISSUE DATE: 08mw3l-w07 SHEET REV.: 09-25-08 PORARY EROSION/ SEDIMENTAMON CONTROL DETAILS - ---- --- -- M E 11FA IE40� M;m m W� A op mp mo I AT! 2 AMA, j sm 0 w mp =I, W, . E An I mr, R' 0 I ixf! R i A A A A A 1111111111. W4 w kjfA I ff w ldo� . ..... DRA INA %.x NO I =ci AL 2 M AL 1400% CONS In I. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 1. BEFORE ANY CONSTRUC77ON OR DEVELOPMENT ACTIVITY, A PRECONSTRUC77ON MEE77NG MUST BE HELD 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE MTH BETWEEN WSDOT 7-02,3(l). THIS SHALL INCLUDE LEVELING AND COMPAC77NG THE TRENCH BOTTOM, THE TOP OF THE CITY OF FEDERAL WAY., THE APPLICANT AND APPLICAN'TS CONSTRUC71ON REPRESENTATI'VE. FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS 2. FLAG CLEARING LIMITS, SUPPOR7ED BY A UNIFORMLY DENSE UNWELDING BASE. 3. INSTALL STABILIZED CONSTRUC77ON ENTRANCE, 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT 7REATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 4. ALL DRAINAGE STRUCTURES* SUCH AS CATCH BASINS AND MANHOLES., NOT LOCATED MTHIN A TRAVELED 5. INSTALL OFFSITE CATCH BASIN PROTECTION. ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE S7RUCTURES ASSOCIATED MTH A 6. CONSTRUCT SEDIMENT TRAPIPOND. PERMANENT RE7EN770NIDETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 5. ALL CA TCH BASIN GRA 7ES SHALL CONFORM TO CFW DRA WING NUMBERS 4-1, 2, 3, 4 OR 5. 8. INSTALL INTERCEPTOR SWALESIBERMS AND CHECK DAMS. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO PROWDE A 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTIONIDETEN77ON FACILITIES. PROVIDE MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL INLET PROTEC77ON WHERE INDICATED. HAVE BEVELED END SEC77ONS TO MATCH THE SIDE SLOPES, 10. INSTALL REMAINING UTILITIES AND BUILDING. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED., MUST BE OF SOUND 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 $*.81" GUTTERS. ROCK1407o-707o PASSING; 2*"-4" ROCK/305ro-40,ro PASSING; AND —2*'* ROCK1107*-20X PASSING. INSTALLA77ON 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. SHALL BE IN ACCORDANCE WfTH KCRS DRAMNG NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROWDED MTH DRAINAGE OUTLETS (STUB —OUTS). STUB —OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS., AND ANY OTHER SURFACE OR SUB —SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE—FLOWfNG, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE—FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB —OUT SHALL EX7END ABOVE SURFACE LEVEL., BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICA77ONS DESCRIBED IN KCRS Z04 ANDj* IF NONMETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANTICON TRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL S7`UB—OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB —OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. 2"'� 1`2 717' APPROVED 1,77 17 po" co 0 ^ v oo 00 cr. W (y) 00 00 to.j W cr) Z to Z w 0 W:E c\l (1) CL S.-o LL w N _��b (L k%wool > Jo 114k ANIL APO% r VAJ J:;4 cr AM AML ArlAr"'m vi ui um amm J J 0 j w 00 j 00 04 OD J 00 co 0 CL 0)7 < 0 Cq 0 0 0 F-64 co w z 0 J 04 -..JL N*"00 0 X cc a. LL CL 0 UL PROJECT NO.: 05046 — --- - ---------- --------------- DRAWN BY: TLR ISSUE DATE: 08-31-07 6 M 00 —A 0 00 as V1 (A 0 V1 0 0 4;*- 00 26� 4" odowlill 1/47 SW 1/ Bioretentioii Systerns A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra'O is stored before installation, the top slab must be placed on thebox usingr the 2x4 wood provided,'to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit sliall be placed on a compacted sub -grade with a minimum 6-inch gravel base matching the final grade of the curb line in the area of the unit. The *unit is to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the internal wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non -shrink grout, bUtyl rubber or similar water proot sem. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authorized dealer) will ren-ilove these sections at the time of activation. l3ackfil 1i jig should be pej,oforn-,Ied in a caretuinianner, bringing the ap- propriate fill material up in 6" lifts on all sides.11,recast Sections shall be set in a manner that will result in a watertight joint. In all instances, installation ot", t4'.1ilterrao unit sball conform to ASTM specification C891 "Standard Practice for Installation of Underground Precast Uti I ity Structures", Unl6ss directed otherwise in contract documents. F. Curb and gutter con,struction (where 1)resent) shall ensure that the flow -line of the FilterraO -units is at a greater elevation than. the flow-fitie of 01C [)yPC'_188 StrUCtI.Ire orrefiet`((irol) inlet, curb out or similar). Failure to comply with this guideline niay cc"10,S, G" fitli I t,jro l(If"Id/01* daniage to the Filterrao 0 environmental device. G. 1`�*flterra,8 unit must receive adequate irrigation to ensure survival of the living system during perimis of * drier weather. This may be achieved through a piped system, gutter flow or through the tree gr("'Ae. www.1,11terraxon't 0 6 W 6 ----------------- Loo� A ;4_ _J INLET SHAPING A (BY OTHERS) T j F'/C C' UFLING CAST INTO PRECAST BOX MA ol kuul Ll PIPE LOCATION VARIES) L- - - - - - - - - - - - - - - - - - - - CURB (BY OTHERS) PLAN., VI E\b TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT- SHOWN ANGLE NOSING TOP SLAB FOR CLARITY) CURB AND GUTTER INTERLOCKING A (BY OTHERS) JOINT (TYP STREET .4 A.' -4 A A :.V, 4 DOWEL BARS > 0 12" O.C. Z 4 A'V A UNDERDRAIN STONE PROVIDED BY AMERICAST PERFORATED (D UNDERDRAIN SYSTEM MULCH PROVIDED BY AMERICAST BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST .SECTIQN 8—A DESIGNATION '-TREE GRATE-, OUTLET QTY SIZE PIPE 41# SDR-35 PVC DRAWING- AVAILABLE IN TIF FILE FORMAT. D Copyright 0 2004 by Ainericast DATE: 07-07-06 DWG*- FTST-2 PRECAST FILTERRAO UNIT STANDARD CONFIGURATION US PAT 6t277,274 AND 6o569,3 29 Oil M "1,400mmlth, A �AAwl W..M,. WAS40 m"'Nom ND 8 9 N"mml� H ANkwi A 1/ 7 tin a 1/47 6 kW;T1AdNNNft'N "Inah'7 F 2 7 6 W -A T` Bloreterition Systerns If I Activation INLET SHAPING (BY OTHERS) A. Activation oi ine riiterra- unit is periormea ui-NLY Dy tne zjupptier. rurcnaser is responsime ior A A FilterraO inlet protection and subsequent clean out cost. This process cannot commence until the r Pf'% I P Q 1 70A n" 0 pnnp cl 11 0 n I " 1*!n 0 PANIP "n C1111 III cl " Q lap I I . 1. Y J F 5� 5 F 5 sweeping completed), negating the chance of construction materials contaminating the FilterraO system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. J. L ------ J_ A CURB (BY OTHERS) SDR-35 PVC COUPLING ELAN YIEW CAST INTO PRECAST BOX WA 000,',� it ne. iuueu iviaintenance (OUTLET PIPE LOCATION VARIES) PLANT AS SUPPLIED CLEANOUT BY AMERICAST COVER (NOT SHOWN TREE FRAME & GRATE CAST IN FOR CLARITY) GALVANIZED A. Each correctly installed FilterrO unit is to be maintained by the Supplier, or a Supplier approved CAST IN TOP SLAB TO P S LAB ANGLE NOSING contractor for a minimum period of I year. The cost of this service is to be included in the price TOP SLAB CURB AND GUTTER A (BY OTHERS) of each FilterraO unit. Extended maintenance contracts are available at extra cost upon request. INTERLOCKING JOINT (TYP) 00 STREET B. Annual included maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally- the spring visit aims to clean up after winter loads that may include salts (0 and sands. The fall visit helps the system by removing excessive leaf litter. DOWEL BARS 0 " C, A 0 12 C. Each Included Maintenance visit consists of the following tasks. FILTER MEDIA PROVIDED BY AMERICAST A 1. FilterraO unit inspection ......... PERFORATED 2. Foreign debris, silt, mulch & trash removal MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM 3. Filter media evaluation and recharge as necessary UNDERDRAIN STONE PROVIDED BY AMERICAST BY AMERICAST -$ECTIO A —A 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch DESIGNATION L W TREE GRATE OUTLET- 6. Disposal of all maintenance refuse items QTY & SIZE PIPE 6 x 4 4 J—of$ (1) 3X3 4" SDR-35 PVC 7. Maintenance records updated and stored (reports available upon request) 8 x 4 8 $—off 4 #—of# (1) 30 4" SDR-35 PVC D. The beginning and ending date, of Supplier's obligation to maintain the installed system shall be 8 x 6 8 #—of# 6 t—o## (1) 4x4 4" SDR-35 PVC determined by the Supplier at the time the system i's activated. Owners must promptly notify the 10 x 6 10 $—of) 6 1-0$$ (1) 44 6" SDR-35 PVC f000.o$? Supplier of any damage to the plant(s), which constit-ute(s) an integral part of the bioretention 12 x 6 12 6 —00" (2) 4x4 SDR-35 PVC technology. Wn C* I LJI V11-D UF UrNtAVVINUZ) /AMr- UNLT f-tNMI I I tU BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 07-07-06 DWG.- FTNW 2 PRECAST FILTERRAO UNIT Copyright V 2007 by Americast NARROW WIDTH CONF IGURATION US PAT 6t277o274 AND 6o569o321 30 www.filterra.com 27 FLUME SLOPED CROWNED FLUME A TOWARDS FILTERRA THROAT I`)RECAST FILTERRA TOP 'SLAB (TYP) PRECAST F1 LTE RA FILTERRA THROAT TOP SLAB CURB V jolt OPENING (TYP) i'. It: �i;. '.'4r A 4-6" FILTERRA op. 4 -ie. —I'll R —OAT OPENING \--4-6" OPENING 4-6" OPENiN CAST —IN —PLACE FLUME & GUTTER (SLOPED TOWARD PRECAST DOWEL FILTERRA THROAT) FILTERRA CAST —IN —PLACE (TYP) DOWEL 13OX WALL FLUME & GUTTER PRECAST % (TYP) (CROWNED AND SLOPED FILTERRA TOWARD FILTERRA THROATS) BOX WALL SECTIONS. VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) 4. 4.,4. .1 A 4 A, PRECAST TOP SLAB A A "A A 4-6" CLEAR THROAT 4 OPENING 4 % 4 A. '4 4 A A 4 41 4 A .414- 4 A A A 4 4 CAST -IN -PLACE 4' DEPRESSED GUIT7TER 4* AND THROAT OPENING (BY CONTRACTOR) THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER STABILIZED AND FILTERRA I S ACTIVATED 4-4 U A,* 'A of 4. A PRECAST BOX WALL IMPORTANT FILTERRA FLOWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS FLOWLINE (DROP INLET OR STANDARD FILTERRA THROAT OPENING 07 HZ R) AODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED 3Y WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAIL -ABLE IN TIFF FILE FORMAT. ALM DATE.- 02-27-06 DWG: CGT-4 vi FILTERRAO THROAT 0PENING e 8 OL J: AND GUTTER OR FLUME DETAIL US PAT 6,277o274 Copyrig*ht 0 2007 by Americast AND 6o569*3 25 i PERMIT NO. 07-106838-00-MF I "00 (600 .. �5 W 0) > 0 0 W cy) LO W W 00 F_ d cy) (f) Z Lo Z 414< 0 (C) X W T 0< N (0 M W 0 III< N 10 co IL " LL 0. -owl %, 10 N 0 # 03 LE] ct UJI UJI um 01 J I 0 J 00 J 00 C4 (0 JT" Vo- N 00 (D J 0. > 0 Z 0 (N C\l W 41 J 3: J N 1 "low SWOO, Soo, X LL 0 LL PROJECT NO.: OW46 DRAWN BY: IILR ISSUE DATE: 08--l1-m07 SHEET REV.: 094SM250"W08 A Am L 050 46PR01—007—008.DWG ee 5, BARS_P,, 6* CENT R! ollo_ y# w P # i w 1 '1'1'`PICAL #�RI NT ►►TI . B P I AN' E NTLY F'A T N�:D AT TAP BY wp.r HANGING N STEP G B BOLTING, M DING IN CONCRETE. EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. . ADDITIONAL SAFETY TUR MAY BE REQUIRED IN VERY DEEP " IatIN 120 MIN. OR UNUSUAL STRUCTVRESO� 23 3le 16 20 "► (OF I il t 1 e /4 wamm L STEPS RUNGS 8 1 § vow A V. DEFORMED REBA OR COPOLYMER PROPYLENE. 12" MIN. .. 4 120 MIN. z Aur � Awrr Fi Il s• r � DEFORMED REBAR ELEVATION � PIAN 2" CLR. DRIP RUNG GA-V. TYPOOT ¢ 1�' I /� �/ G�°1TSiH BASIN STEP SMOH A*STEAL �6 BARS * 7" CE 24" BOliOM FACE WITHKi'ER5 � �'�� r.i l 2l 3/4* t' MIN. COVER `f CLEARANCE 0 REBAR pRFEnR% E[) LADD a IL 11 1 1 �l M ;w"n Ve x , X, I �N SLOT FORMED AND,'RECESSED f0k 5/8'0000411 NC X 21* SOCKEt SCREW,HEAD (ALLEN HEAD) CAP ECLASS 30 UNLESS OTHERWISE SOP : C 7,4 HOOK WITH LOOK SCREW, #:.A 1M'.I EVENLY SPACED tN14M dAApMiIYM.MMiM '., 41 # • "A FOR 19OLTING TO FLANGE • PRE R#:.♦. '►e . WC i.1�7• VONN • «M # A *oo, • • , . # / ". ROD OR USINGtO • # , N i � •M#11. yr„wI .�L' �, + 0 44 ♦ #. i • R#. } A '-S .MD� yAry1 «V•r. +eF«iM a#'iM1 "'�1� �y ,�YR • L. ♦A r • # *; # A O�M01« dAl1AIM 'MMaMM .MYkMr f # t P # ♦ :: : .y• .. , ... ... # M.I#, A # 4,. # /r , #/ NO#Y :.+%w U%w 'MIM itl'PM . *MM **WIC :: tlMMt + Mw'MY wWY WOO am000 Avow ♦# M # y i • /R., CATCH, 13ASIN WALL GUTTER i AlIO7 *;o a r � �y . �. �. 000 41 "°" to • a 1 '4 ow No U 7 � 40 it • '. i# •� � W. *o No�y ♦/ ��.. At 4000 R ► � • MAN • M « 00, #AN ♦ • ,A � # # ,*rya � � M ,�, •# # � oo SEE NOTE U )p LtNm a J YERIECAL �C�l ` T J NM ' Am- No 0 No No ,fie i� v "yM. -avo -000 o-*# /j° EXTRUDED c / N. L BUN .00" 7 *Pow ow or 1c" X 04 tt3 r� .»,� f' ,► r �'"------ LIFT HANDLE SHALL , t�twoATTACKED PER MANUF`A RJR' a MAXkECOMMENDA IMU `�3PN11' OF Gt�TE NOTES. ' L T A�LUMINVMI` ALLOY PER A to 6 AST IRON �, CATCH IN wAE. 1. � G � �; ,, GUTTER A T A CLASS A REQUIRED ' (+ 1 /' 2 , — TYP. oi- NALL BE 8" DIAL. UNLESS OTHERWISE SPEIFIED# 250 .34 NG : WELDING GAS SHALL GIN:I� TEE SECTION BOLTING(THROUGH �, , OR OTHER SECURE MEANSO . LIFT ROD: AS SPECIFIED BY MFR, WITH HANDLEt DIN TO WITHIN ONE FOOT OF COVER AN U TA, LE HOOK LOCKFAM'ST N D TO FRAME OR UPPER HANDHOLC , GATE SHALL NOT OPEN BEYOND, THE CLEAR OPENING BY LIMITED HINGE ►OV MENT$ NOTES: TOP TAB, OR SOME OTHER DEVICE. 1. ion G I..�►C�IN►BOLTS,� � 1 NC STAINLEOTE SS NEOPRENE RUBBER A� REQUIRED ��.M�Mj7�'RISER MOUNTING FLANGE Y TYPE 304 STEEL r���.�. � .TAP �, � r� , _/ � - � 1 SC�I�T HEAD �.LEhl HEA D) GAP W LONG N U �" PR OPER MACHINED FOR P G P �1� U AND BODY Try SED 1WITH SSOLID GCOVERWc�. NO.�°01II'�N P+I�`I:D hJt�INE�t 7. MATING SURFACES O ���OE M��N�� ELT �•I~ B30 DIAMI . TAI�IL�:, 2. FRAME MATERIAL IS CAST IRON �'Er�TMCLASS S STEEL . ALTERNATE G NOUT/SHEAR GATES TO THE DESIGN HOWN ARE ACCEPTABLE$ 3. PROVIDED THEY MEET THE MA`T �• IAL P GI�`I �`IG►N�' A1�V�; AND V A SIX SET TO I►U AND Ua7�,i`� It3AD I�I� '"I"'Ia. �`. :I �'U.I� 1r�1'� 'IA. y_ ... BOLT, 1 , BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. PER MIT NO, 7 106838 0 0011 ----- 3 4 \ t< i i s 3 C V : } t 1 r t t � h f DWGO 4 R YJ 15 PUBLIC �'SJANDAR`D FRAME WITH VER"TICALFO -mwwT "EArr"\'% GATE u E 611'A I L 94P 'PUBLICAL -00%o lk 16 NUJ. N'040 faftmu %VEY WORKS C' U R` lEwl' 11 zs 0 WSW WORKS E t%Y\'T U D E Ll")% TALLATIUN Aliwal I .n - -- — ------- .. r APPROVED f � � Y 4 t 7 r � � r 1 Yly J'si §ry }� � t� 4� .9,x � , <C� �t�xx d.u.:,x f `,\ + cr r ti k s ;,>rs' �c is ✓;9s ,�,"�^ �, 5 ,; �,�;,'Y ! , fit} ud',u sa, x,i { DATE Op. 00 000 Twom • > 0 cr. 0 j 00 Ill 0 00 0 'rZ ,10 (ko k 0 Wcv) Z (c) m m 0 4 w < 1 :r N Lr) (f) 0. 1*� c\l W " �: CL TOO tjo u LL um `>W— 0w+ j w r U) i + J r e04 Fo R 0 �i 0 (0 0 cq w U) c\I z j >, J cq ql 0 US A< �I LL PROJECT NO.: 0 DRAWN BY: TLR ISSUE DATE: 01..,,31 SHEET REV.: 09-25-08 r 4b NU I tZ5* 10 CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE, WrTH", ASTM C08 (AASHT0 M 1,99) & C890 UNLESS OTHERWISE SHOWN ON Z Z' PLANS OR, NOTED IN 'THE WSDOT/APWA' STANDARD� SPECIFICA*n0NS# HANDHOLDS ADJUSTMENT SECTION, TOP SLAel * �LEVgLING: BRICKS 'OR GRADE 114W OPTIONAI-). 2. AS. 'AN', ACCEPTABLE. ALTERNATIVE TO RESAR, ,,WELDED, .,WIRE A 2 SQUARE INCHES FABRIC HAVING A MINi AREA, OF 0 _41%q%s ;6 w 04*0^* i; *4 a PER, FOOT MAY BE USED. WIELDED WIRE FABRIC SHALL, COMPLY TO ASTIVI, A497 (WHTO M 221). WIRE FABRIC SHALL BE PLACED IN' KNOCKOUTS* As L20. x 24* DIAM ALL, �REINFORC'Eb C108T,�� 1 N--PLAC,E CONCRETE SHALL B E CLASS 40000 60 MS''ER S,E,C,nON 'STEPS OR'LADDER.*� ORIENT WITHANLET� $0 STEPS, WILL 4o PRECAST BASES -SHALL, BE, FURNISHED WITH., CUTOUTS OR- 0 0 1 1� #, . 1 6 0 0 CLEAR �PIPES SEE� DW. KNOCKOUTS. KNOCKOUTS,, $HALL,HAVE A �WALL TH,ICIKNESS NO. 2-006. E LLED 0 'FACTORY 48* ---------- OF 2, :mlN'.' ALL PIP S�4L, BE 1NSTA 1 J3 SM HOOP PROVIDED',, KNOCKOPTS.- UNUSED KNOCKOUM 'NIEED' 'NOT BE�,OkOUTED 1P 'WALL IS LEFT 'INTACT. 'HOLE SIZE IS EQUAL TO PIPE OUTER 5# KIN,OCKOUT 0 R CVTQVT, DIAM* PLUS CATCH .8ASI'N WALL THICKNESS.. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. D1AM. OF 20 so KNOCKOUTS MAY BE'EITHER' ROUND OR *D"' SHAPE. AA "a DIAM"A" 48 6 7, THE MAX. DEPTH FROM THE FNISHED GRADE TO THE . i # > 1,20' 12* RISER SECTION PIPE INVERT IS 5, Z 60" DIAM < 72" DIAM.- 8* 0o ol#.A# , �- PRECAST BASE Ole 4 8. THE TAPER ON THE SIDES OF THE, PRECAST BASE SECTION MORTAR 96" DIAM.-12" INTEGRAL RISER. AND RISER SECTION SHALL NOT EXCEED, 1/2"/FT. FILL 2 #3 13AR HOOPS V*A* WrA -W. w 90 CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE 41 a 1 0 A 1 "-0* FOR 48'* 5401.0v & 60" DIAM. 'a t Ts. - -_� - 0, a , * � *.%, 2'1'4'!4"0* FOR 72" & 96* OIAM40 WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH aA ow Wo 5000 0 0 D REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. 040010050 010 0 0 o 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4?0. ACES SHALL BE FINISHED� TO ASSURE pt*j0apbs,0! Pa saeasas MATING SURF NON -ROCKING FIT WITH ANY COVER POSITION, MIN'* CrOADATC' ^Mrt IM 01 APV ---------- 40 9 v w lob A toil 00 rn v CO UJ u u um W CID w z Z W r) (0 (40 m Nsor twm% 3 0 W : N 41#4N.- (1) CL um :>O�pp CL 09 1 polo ;0� Ar u 0000000>8. `--GRAVEL EIACKFtLL, FOR � FQUISIDAHONS 10. FRAME AND GRATE MAY BE, INSTALLED WITH FLANUL UOWN FOR SEPARATE BASE,OR SEPARATE OR CAST INTO RISER, CAST-I*MPLACE PRECAS`T'BASt V MIN.* COMOA ' CTED'DWTIH FOR PRECAST'me 'ONLY., Ot4LY 11. FOR CATCH BASINS IN PARKING LOTS REFER� TO WSDOT/APWA STANDARD DWG. 81-b. REINFORCIW gEEL, SEPARATE WE$ ONLY) REINFORCING STEEL MFOR PRECAST WE 4 INTEGRAL RISER� ONLY) 0.23 SO. IN./FT. IN WH DIRECTION FOR 48* b(AM. 0. 15 SO. IN./FT. IN H DIRECTION FOR 484 DIAM, #3 BAR EACH CORNER 12. EDGE,OF RISER OR BRICK SHALL 'NOT BE MORE THAN 2" FROM 0.19'SO. IN./FT, IN EACH DIRECTION FOR 5400 DIAM. 0.19 SQ. IN./FT. IN EACH DIRECTION FOR W DIAMP 0.25 $0. IN./FT. IN EACH �DIRECTION FOR 60w DIAM. 0.25 SQ. IN./M IN EACH DIRECTION FOR 6000 DIAM. PRECAST WE SECTION VERTICAL EDGE OF CATCH 'BASIN WALL. 0.35 SQ. IN./FT. IN EACH 'DIRECTION FOR 720 DIAM. 0.24 SO. IN./FT. IN EACH DIRECTION FOR 721* DIAMO >m 10 MEASUREMENT AT 'THE TOP 00%1 0.39 SO, IN./FT4 IN EACH DIRECTION FOR 961* DIAM, 0.29 SQ. IN./FT. IN EACH DIRECTION FOR 96#* DIAMo 00-10 4 a 9F THE ME) #3 BAR EACH SIDE 0111* 1 :s 't 0, 6., *0` RING *4 0001 0000 0 dk Of 0000, cr ra ow% BAR EACH WAY PRECAST BASE JOINT u w um ... ..... ...... ........ -------- 40*, 11 Oft DWG* P%' L 2 48 bu DWG*, PUBLIC U L;H Y 54 7Z �J b 4-3 PUBLIC 4-1 A T BASI'N T' B"'A I N T E 1 NO* T H z) WORKS SMO My WORKS N016 . ...... I IN will, M oil IN vi wN 1 g 111111111mg 11 1� I i NOR, 11 011 01 NUNN&,, SEE: NOTE 2. 1 7/1 1 1 /167 FROM CENTER 1 7/1 .. t/la FROM C ENTER W00010110! ow�, 1 5/16 40 IL co 'I Or AOftk m oil 001! A J J JA_ .:tJ_ 4 w 00 U) �J:l t I DRILLED LIFTING HOLE L-L j 00 N (D AA_ No p".. TOP OF UA J �j ro I EQ LT Q QWN, ..DETAIL "T .4k 0) U) SKID DESIQN 11000\ (L < a v t I A w D EIAI N 00 t I U -1-7--T-T- A— 11% �L 7 N U) w mp j N swoo, 0 X 0 too) F- (L UL 0 1/4 so. X OWN w 0~001 0 ER SEID_�_._DESIGN DETAIL PROJECT N 0. 05046 NOTES: 96 3/4 250 W I w W MATERIAL IS CAST IIRON ASTM A48 CLASIS 30, 25 1,14 DRAWN By. TLR 24"! -------- 2. DRILL, AND TAP THREE 5/8"-11 NC HOLES THROUGH FRAME AT 120" AND 11 1/16" RADIUS. ISSUE DATE: 08-31-m MA 1 01, IM. NOTES 01101m 1. USE WITH THREE LOCKING SOL-TS 5/8 11 NC �STAINLESS TYPE, 304 SHEET REV., 09 STEEL SOCKET HEAO (ALLEN HEAD), CAP I SCREWS 2 LONG. DRILL HOLES SPACED 120* AT 11 1/16" RADIUS'. SECTION. A will 2. MATERIAL IS DUCTILE IRON ASTMI A536 GRADE'SO-55-06 1 1/2" RADIUS. 3. DRILL THREE 1 INCH HOLES SPACED AT AND 9 STORM SE!9�T!gN A -A DETAILS PERMIT NO. 07-10683�8-90-MF OCT 3 8 APPROVED k%j", � ......... . 'S"k I", �D I 14ON. ONNA N 00 V11 0 4N os a) ;o vp OR 0 op A -5 NON. MIN go 0 ANN low ON w A 0 MIN A NONN, INN A A ION is a w A NON w STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER, THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOI BEEN DETERMINED, IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWA1ER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECHS MINIMUM REOUIREMENTS, STORMTECH LLC DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNSI THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISION& 3LF 24" ADS N-12 S= 0. 070 CB #9, TYPE 11-48 Poo W/ SOLID LOCKING LID RIM=462.90 SC-740 EPE 248 END CAP PARKING 3" POROUS ASPHALT PAVEMENT ON 1" 0.5" DIA. GRAVEL FILTER COURSE ON 10" J" TO 2" DIAN CLEAN CRUSHED ANGULAR STONE ON 2" 0.5" DIAN GRAVEL FILTER COURSE. v IN lop - mom E MAAAMMOL 111 3" CLASS 6 ASPHALT PAVEMEN 11 ON 1" 0.5" DIA. GRAVEL FILTER COURSE ON 10" J" TO 2" DIA. CLEAN CRUSHED ANGULAR STON ON 2" 0.5" DIA. GRAVEL FILTER COURSE. 27o± 27o± :,7,7-4 J,� 77 Ad"T T_ wy �2 �1 71 u AT r 777 ? X11 VA:�O, �Y�z� `14A ONNONO 1� OWN! _2 T7 NO NON F NO V M 10 zllvj,,-,���""�,��."�t"rFF''Y- 'I V11" b1l A % % % N, j", X X \% CLEAN," %/ CROt0tv ANGULAR `ST 6NE� RAS VE"/R'0 w, 6 X Tv "E" I`N A —A N.T.S. INSPECTION PORT SEE DETAIL AT SHEET C08 W** —3" POROUS ASPHALT PAVEMENT ON 1" 0.5" DIA. GRAVEL FILTER COURSE ON 10of ill TO 21$ DIA. CLEAN CRUSHED ANGULAR STONE ON 2" 0.5" DIA. GRAVEL FILTER COURSE. SC-740 EPE 248 END CAP 3LF 24" ADS N-12 S=0.0% C8 #5, TYPE 11-60 to 0 W/ SOLID LOCKING LID FLOW CONTROL STRUCTURE RIM-461.26 OVERFLOW EL.=459.26 r, SECOND ORIFICE ELBOW DIA.=4" 'PARKING --,NNW NI 0' MIN. 3" POROUS ASPHALT PAVEMENT ON 1" 0.5" DIA. GRAVEL FILTER COURSE ON 10" J" TO 2" DIA. CLEAN CRUSHED ANGULAR STON ON 2" 0.5" DIAN GRAVEL FILTER COURSE. EXTRUDED CONC. CURB R.O.W. I rA_ SEE ECTION C—C BELOW 27o± FOR DETAIL e- �r TION'� W I SIQLA RO '8 'CLASS",,2,NON EOTE E A,ASHTO,M28\ —,WOVEN /INFILTRATION 'TRENC ,H �,,,W/ $C��740,,�,�,C H AMBERS,��,,.-,�'' f 7 WITH,,�'A 2 81,,CLASS ASHTO' COVER ENTIRE, ROW,�, M 8 ,2 NON, W` 0 TE X T1 LE,,, (B 0 TH 'YEN QE LAASHTO.M2,88,�'CLAS'q4 25" EXTIL 0 �'GEOT' E R ",,"WOVEN QOAL't 6' WIDE STRIP (BOTH ROWS) S-0.57o TO EX. CB x 11%, qv 56/7 CONNECT TO EX $TORMTECK""' 5c,;;N-,74, INV. (12'/ 457.76 -21 CHAMBER INV ERT-456.76 --456 INV. .76 (1 TO 2" DIAN CLEAN AASHTO M288 CLASS 1 Fo GULAR STONE R1 I ,, "' BOTTOM ORIFICE ELEV.=454.76 CRUSHED AN INV.=4,56.76 (12'$ S'�'�) "N" WOVEN GEOTEXTILE ICE DIA.=2.75'$ BOTTOM ORIF AASHTO M288 CLASS 2 NON —WOVEN GEOTEXTILE mom& S E %, COT 10 "' N Ewl" R.O.W. FLOW UNE PROPOSED BLDG EX. SLOPE SOON— .18' FOR STANDARD PARKING DRIVE LANE PARKING 16' FOR COMPACT PARKING 3" POROUS ASPHALT PAVEMENT CONC. WALL CLASS 8 ASPHALT PAVEMENT ON 1 " 0.5" DIAN GRAVEL FILTER ON 1" 0.5" DIA. GRAVEL FILTER COURSE ON 10" J" TO 2$' DIA. CONC. COURSE ON 10" J" TO 2" DIAN CLEAN CRUSHED ANGULAR STONE SIDEWALK 7. /7 CONC. WHEEL STOP CLEAN CRUSHED ANGULAR STONE ON 2" 0.5" DIA. GRAVEL FILTER ON 2" 0.5" DIA. GRAVEL FILTER COURSE. EXTRUDED COURSE. CONC. CURB TO 2" DIA. 3 WASHED CRUSHED MAX 21wo± o/ ANGULAR STONE 27*± 21o± NON mom.— m4mmmmmmmmftNNN -4ip f- ON NON ""'Nommomm" tl 11 � A'A k 17 'Y ` 1 "14 " w "'x A", W ... WNW 'i OW, 14' ED ""Y TO 1 DIA. WASHED CRUSHED STONE 'Z g % T 8`8 M,2 ASHT N'. C N LASS2"NO WOVEN GEOTEXTILE 2 /* 6" GRAVEL 3" POROUS ASPHALT PAVEMENT 8" PERF PVC BASE ON 1 " 0.5" DIA. GRAVEL FILTER COURSE ON 10" J" TO 2 " D I A. CLEAN CRUSHED SECTION ANGULAR STONE ON 2 it 0.5" DIA. GRAVEL FILTER COURSE. S E Co OT 10 N C> w - (m; mom= pggl 1111 ''j, NOTE: SEE SHEET C14 FOR POROUS ASPHALT CONCRETI AND SUB —BASE SPECIFICATIONS ,F � PERMIT NO. 07-106838-001-IMF " co rij 00 T� 00 w 0 Ar% ULJ > OIL A*o%L W u u rvoo IRAQ LL 00 (y) w so PA co 0 w 11 0 0) z ms Lo Z ems - - e w < 0 (ID w m W 3: 0 * 0 w C. 4 N > 'N� UL. tjo -Ili,, 1.4 GINN >0100 AMINO IL w um J J I TIMOR j W 00 LO J 00 IN OD TONON co 0 "WONNO a. > 0 C-4 cq 0 z j w U-) c\1 J *mom 0 >< cc 11NNOONN (L U. w am 0 U. PROJECT NO..05046 DRAWN BY: 0JB ISSUE DATE: CO-04---08 SHEET REV.: CO-2500-08 05046GROl —CO6.DWG a �,,i j APPROVED k A� 6 I— m m Ar-'% Ar v v "womb, -in 'ANW"1 NA N W A SW 1 A 1 411 4 6 1 N S #11 (TYPE 1) W/ FRAME & GRATE $to) CB #9(TYPE 2, 48 -463-30 RIM W/ SOLID LOCKING LID ......... . -460.30 (12* CA UnON III INV. RIM-462.90 LOCATE EXIS77NG GAS MAIN PRIOR TO -461.3 INV. 3 (8" OVERFLOW) INV.-458.80 (12" SE) FND. 1R(`V (DISTURBED) CONSTRUCTION, NOTIFY ENGINEER OF 10 20 40 -457,76 (12" NW) CB #10 (TYPE 1) INV 0, C) 6' S) 1 �24-' EA 20 0 TW=4 ANY CONFLICTS AND PROTECT IN PLACE. 65-10 W/ FRAME & SOLID INV.-456.76± (24" SW) W- 46 4.6 0 LOCKING COVER L74 RIM--463.50 3LIT, 2!!t S (7 TOTAL GRAPHIC SCALE ...... CB O(TYPE I' W/ t........... INV.*NNM*459,-50 (8" PERF W & S) FIND, RC #&'122 0* S_ FRAME & SOLID ommm*459.50 (8" N) INV go" 0& c "; .. .... .... LOCKING COVER zu F, ATION,'V, TRENC #3 S1,6 8*1 SCALit TION RIM-462-90 100 ...... -0*57o ROW S 459 '7 "A .19 (8 PERF. N & S) INV. ROW *Now -TORM c INV -458.86 (12") TOTA -s TEE 273LF X 11' .. ....... HAM-BER�S'� S01'049*39**W BLF 12" STs S-1 .0% INFILTRATION TRENCH #1 'IRVI;�-4t-�-V,* 6 20-27' I -ISOLATION ROW �8 CONC. 13 -0.0% -PASSIVE ROW LF,.,,,,,24 ST, S 1 of STATUE 76 TOTAL-STQ -TEQH BASE S 0, SC-740 CHAMBERS S S_ 3LF z��T INV.-456.76 CB #7 (TYPE 1) W/ PASS S I V Nt� R .... ... .. ... LOCKING C rJ5 1 ....... TW 4. 00 OVER 4'; V0 �BW 8Q�" \---62LF RIM-461.90 -458.28 (8 PERF) 'n S=4.56% INV. EGRADE Ef WALE 'TO W TO c_ u CB 1 AS UIRED ............. IN riON z -i yr ST ISO 1"' 5LF R L TON O�,,, ,f; � 8LF RF P -209 4 TcO SlIV ONTRO ....... .. . 0, u 170 V_ _XE, 2 B Flllil�0 RUCTURE"', .... ...... IM=461,0 p 2' _N W) B #4 INV. 5 o467. 9 6± 456 N S (TYPE 1) W�,, FRAME & CB: Wk. (TYP E 1 45 ID L CKING 111 -457.7 RIM 64-20 ST CO#2 M otatkF, N �459.1 F'24, z� 1 70 24p) N) L V =460-16 (12" E) R_ -464. 456 6 IN V, 456.86 FILTERRA TOP) jASSIVE -R� W U N IT Is Now 8 c1q q V.t= A 10'. AL RIM01"i54. 0 C-1100 YD#1 0 TC:4460-90� L Wan 461-50 waft, U T) INV GENERA, 7LF 8 ST, C, 10 2.07o YD S 0 STCO #4 AV Rlm=�4b4-ou 180L LL RIM-465.80 30 M 61, 0G, INV 1P HIGH iNV.-463-1'i Ty **Now RA YD #9 IN,G 9.70 F "111 #5 R I M 46� 4 13 (TYPE, 8 VA "R E,, 6.70 166 RIM-464#50 INV=461.', 4'� D LOCKI G DIVER R M S-0.5 -46 INV 2.00 75"LF 81' V-% --11 4 HOTEL 579 457 SE'' S_0� LO N sl� S YD -47 2 467. 7r H.P. 465-00 =Vomw4 TO", C' i,=LmmL 6500 RI 6"D M YD #4" INV-4 46 F RI 4�5 ECT "IT YP, E,% INV-4 1 oii 16 S=2.20 12LF CC C IN C' & GUTTER W/ =0.5% ST IN LOCKING' 69 56Lr"' 1si YD#3 4§,�,��5.00 H P. CURB OPENING RIM-464.50 FOR FILTERRAc# 0 INV-461.34 TCO 5 S06 4'39oE 1. 2"', IM 470-80 62LF ST 1 .-4 .1 YD#1 1 S_ 0. 5, 7*' KIM-464.05 Y �9LF '00 R -462. 5 T H I N G. 25 NV-459.23 Oeo D 1112 SIDEW LK,�, H.P. 465 4, 1 M 8pp ST 00/ i o I N� . . ........ I N V- 459-49 VJ7/ WCU T LINE ............... 470 Y D#1 3 NEW WHEEIlli Al RI,M-464.5 Iq RAM PER CI Y,',S-TD' YD#14 -464.5.., . ........ INV-459-7 RIM ",NOTE: \LV INV-4590 N -11, S E DWG 3 PROVIDE AMEL COLORED 310 79 THL, REVISED PARKI G SHEE ;pF . ..... A ...... -464-50 "CAPE, MODIFICATIONS AR RIM YD#2 BOMANITE AVEMENT IN CUR$,..,,,1CONFIGURATION AND 4111'21,�.30- 0 "TILE" PATTERN OR 755 11 INV-461.03 ARCHITECT APPROV EQUAL E NG SHOWN PER REQUEST B B Yr FE CONTINGENT ON APPROVA THE (.*o ,DERAL WAY AN R 46 4.5 AREi IM L fPY 'To E A A NT,PROPERTY �V, 0.65 EX. CONC. CURB S-0.5% SAWCUT MATCH EXISTING 12 D,O�CE TO REMAIN AN . ... . .......... . ..... "OWNER,-PRIO R� WALK AT E JOINT AND f DI 150 LF± E�. CON CURB MO ROA, TIONS, REPLACE. ..... PPR ximATELY 93 8 "D A W1, ND SIDEWALK TOI REMAIN 8' TO Tu" E CONC. LF CB #2 SIDEWALK NOR,, OF HERE Li W/ SOLI KING L''u` -463-80 RIM SAWCUT MATC EX 00' INV.-458.09 t-ptKF SIDE JLi;Ii i kkND Yb#6 -4 �.00 I N V. 457-21 (24) REPLAC APP OXI�rp�-,.' Ly HAMBE 0 LF' 10' WI E INV' 46 .4ii INV.-457.2, (INV* "C' 15 111 401000 42MOM il N01 7 90-71 SIDEWALK SO i ri/ 0 HERE. 3LF 24" ST, 88.5 D. P K klfi L, 0 0 2 S-0.0% __.0 1 *29 18- 2 79,5 EW 30' WIDE 2 PROVIDE CAMELiCpLORED F) 0 CONC. DRIVEWAY ES1' 0. LF 8 vtRF�ik, PVC 0- Ilk G 0.5%,-, S IN 2" CON PATTERN OR AR '.HITECT DWG 3-6A, APPROVED EQUAL 4 "mm' m ADMON DEVELOPED CONDMON E: Xf 0 C :) Ni nowasowswmmowm TOTAL AREA TO DRAINAGE AREA TO INFILTRATION TRENCH #1 COURT YARD HOTEL TOTAL AREA.*U"1.84 AC. PARKING LOT DETENTION IMPERV-00�1.14 AC. (AFTER COUNTING PERVIOU TANK�1.91 AC. PAVEMENT CREDIT) IMPERV.-O.73 AC. TILL GRASS1i.70 AC. TILL GRASSO"�0-33 AC. TILL PASTURE�0.85 AC. DRAINAGE AREA TO INFILTRATION TRENCH #2 TOTAL AREA--0.07 AC. IMPERV.4�0.06 AC. (AFTER COUNTING PREVIOUS PAVEMENT CREDIT) TILL GRASS�0.01 AC. DRAINAGE AREA TO INFILTRATION TRENCH #3 TOTAL AREA.00.000.40 AC. (OFFSITE) IMPERVIOUS AREA�0.17 AC. TILL GRASS�0.23 AC. I I W T 1011'� W-11111 'A TOTAL EXCAVATION lo.NM4,947 CY. TOTAL FILL A.M� 510 CY. NOTE: THE ABOVE EARTHWORK CALCULATION IS BASED ON THE ELEVATION DIFFERENCE BETWEEN THE FINISHED GRADE AND THE EXISTING GROUND4k AL AREA W.. ITHIN rm%jr E=RTY SITE AREA 102P212 SQ* FT 2.35 ACRES 5' 50LF 7-,,, NEW WEEL CHAIR" RAm 0A if -STOR CH SC- C INFIL ON TRENCH k0 7 Irk kp SEE SHEET C1 I PER CITY STD D WG -3 '11 0 "74 'N, ONk�*._ CHAMBERS pl; "q% %11 I� V� PORT, 457.21 ....... AS 11,11111m d V EX/ STR T S TO RE AIN X el", N15W 4' T EEHOLES T ni L N " x �,J III NEW SID� ALK kTYP,) V00 INV=45,5.26 \ -,"!j � 0 jl I INA L�- /41 6 �-5, 9 2 tkii V 4 5 2.9 INV=,,A-62-00 (W) NEW 30' DE CONC. DRI"Y PER CITY D DWG 3-6k REMOVE EX. SEE SHEETIC13 STREET TREE (A'O CB #1 (TYPE 1) [�Mz=w,165.87 W/ FRAME & LOCKING INV=--A-61,57 (E) VAN ED GRATE I N V ;:=- 4. 61 .4 2 (S) R I M O"Mft 461.9 0 am~ INV"-458.73 (4" IN) INV.Iwxs*458.40 (8" PERF) CONNECT TO CB#2 SAWCUT MATCH EX. SIDEWALK AT EX. JOINT & GUTTEk W/ 6 CURB OP,,va,NING cooli L FOR FILIFINKA #1 _1770 11 1 'N" I -4x4' T 'TC,- - 6 60 FIli 46 .1 INi:=458-93 (4" OUT)/`,�J'�� \\k v 10�i '4 "'Y "'J APPROVED I�HH, " 00 ai 00 To" 00 W 0 > 0) W N r- 00 0 rvom ri I I LL W 1 00 00 LO j c) Z IL4001 Z W < 0 >< 0 W m < ON < row L1\1L"qep L Woo %%.001 low, "i A0111111111114 u rl I loa U pooi "Ahli mdpp NONNI cr W AVO& u Lmi um 4< 8 0 0 0 W U) N CD Ir- TOO OD vv 0 f4lwm 1 > c\1 0 0) 0 N 04 0 z j W U) 04 >- 0 Cj US CC (L L L W 0 LL PROJECT NO.- 11 DRAWN BY: TLR/CJB ISSUE DATE: 08v-31 .. 07 -08 SHEET REV.: Zi000000000Ilo GRADING AND DRAINAGE PLAN .......... WOL As N A 0* �'F m WA1% NORTO a As own% Arm--,% -00' K '10 't 1 WNS till 4 W 1 AND� 0"s"S is 49 CB #11 (TYP E 1) . .. . .. too) W/ FRAME & GRATE CB #9(TYPE 2, 48 -463-30 . ........ RIM j'W/ SOLID LOCKING LID INV.-460.30 CAUnON III RIM 462-90 INV.-461.33 (8*t OVERFLOW) LOCATE EXIS77NG GAS MAIN PRIOR TO INV.-458.80 (12" SE) CONSTRUCTION. NOTIFY ENGINEER OF CB #10 (TYPE 1) FND. IRC (DISTURBED) INV.-457.76 (1200 NW) 0,96' �30LJTH 1.24' EAST 20 0 10 20 40 TW 46 5.10 W/ FRAME & SOLID ANY CONFLICTS AND PR07ECT IN PLACE. SWALE INV.ow~456.76± (24" SW) CONC ........... .. ..... W= 46 4.6 0 . ..... LOCKING COVER WALL .. ........ mow* 3LF, V S (7 TOTAL, RIM-463.50 . . . . . . . . . . #8;!(TYPE 1) W/ CB ommom . ...... INV.-459*-50 (8" PERF -W & S) GRAPHIC SCALE S_0* FND, 11RC #6,,,,1-22 FRAME &SOLID 459.50 (8" N INV. S16 LOCKING COVER -RENC 14N ATI ON:Ikv T #3 62LF 8 PERF PVC mow* SO.`,TION ROW, zv RIM-462.90 SCAL 1 "low .19 (8#p PERF, N & S) S-0.5% 0. 0 INV.-459 7 P 'A VE OOW *Now 458 .86 (12") TO TORMTE;ogo, A -S /3 Now" c S01'*49#39* H M,BERS',, A* LF X 11' 8LF 12 ST, S-1.0% INFILTRATION TRENCH #1 -45-a- 6 20-27 -ISOLATION ROW CB '3LF,,,,,,24#p ST, S-0.0% oCONC. -PASSIVE ROW S BASE 76 TOTAL-ST -TECH TATUE ...... 24�, ST. 4LF Slo�om 0. .... ........ SC-740 CHA s S S 3LF -v-v% M 1 2pv STt So INV.-456-76 PASSIVE R C8 #7 (TYPE 1) W/ ..... ... .. 9 /v TW LOCKING COVER 6�. 6b B vv 80" N*,,--62LF -461.90 ............. ERF) L INV.-458-28 (801 P RIM . ........ ........ ...... kGRADE" E 0/ WALE S-4.56% TO 'DIRECT Wj' TO 9, 18 c ('I :CB -1 UIRED 0 3 #,j, �AS k C S I 3PECTION NS I SOI�A T ST LF I Lj TI ON ............ 5 -2.0 .... ...... X-79 4, z`,F 60 0 20 . ......... :4 0, %0 S, c .............. . YK. E 0 1 LOC . CTUR VL1 5 2' NW *7 B #4", W FRAM� & 7 OLID (TYPE 1) W CB (TYPE� 48`0, Ali L CKING L10, 'RIM 4g64-20 457.7 -S -467.91 S, 5 00 (1 E) 464.9 D ST CO NV=460.16 *mom ERF* No cv 51 1tlllil1,v--456 . %, I 4 I N 459.16 24,P) N) LF 56.86 F1 ERR TOP) A ASSIVE W UNIT coolly 8 C 0 7 1 11� 46 0.9 0, R11 YE 16 lollooll$ Clog 50 U.40 P '457 3 I GEN 'ERA "'IN �2 UT) 8#7 �A CL T C,4 FS-2.0%' c1q STCO #4 .... .. 180L CONC. LL Klm=464-50 RIM-465.80 M HIGH -463.13 &F,__127 ST S 3 INV 0, INV. to4L 9.70 ....... ....... YD#9 c� N Q 4: YD #5 0 ,,#13 (TYPE-", 6.7 RIM-4�4gl A E E 1 9LF 8' \,:s INV=461.; -0.5% S ID LOCrmi-4v vyrr% INV 2.00 avow "Now to S Apmum No N %owl S FL 'INV' �577 gow-10 46 'co c S, \'U"7 C) 2 H.P. 465.00 YD sk.70 CON EVm=r465ou RIM-+�A `CT,"TO"' C Iwo, _000* , 1 1, Z 64"D -460,.2 F 1"44k 11, lo YD#+ 1 00 INV 2 Now 2 0% NEC 46 RIM/' 4�50 INV-4 1. 2, S .2 WE & GUTTER W 110=46 Ll P� L q r**,,''LI,D W ........ a. c E� (TYP W/ S OCKI 12LF CON, 19 1 . 00 S '0.5% �3 H.P.! YD#3 4$5.00 ko I RIM-464.50 CURB OPENING > FOR FILTERRA C (1 2'v) INV-461.34 - `39"t 1. 2" S06 4* O Y #11 S- I0.5 SA`�,WC T TCH'ING IM-4640 05 'T q V- 459.23 YD SIDEW LK,�� EX #12 H.P. 465.00 -462-55 00 JOR T" RIM Ilk INV-459.49 -1-070 L' 'AIM, . ........ YD#13 SA, VYCU To LINE RAM STD' -464 RIM .5 YD#14 -E DWG 3-11, St INV=459.7 *mom *70 RIM-464.5u SHE T C1 3 T -459.8 .,�-NOTE: THE,,� REVISED PAR ING I PROVIDE AMEL COLORED INV OT;, CUR$, CONF[G�URATION A D YD#2 BOMANITE AVEMENT IN ll S LANDSCAPE .1�40DIFI CATION "I'llool PATTERN OR RIM-464.50 7*55 11 . .. .... am"* 461.03 iiiV ARCHITECT APPROV QUAL ,,BEING SHOWN P�,,,ER REQUEST B CITY�","QF, FEDERAL WAY AN YD# I M t4 0 EX. CONC. CURB RZ,,""'CON TIN,, 9 To E AD,� NV* %5 S-0.5% A ENT 0,N APPROVAL SAWCUT MAT%o EXISTING TO REMAIN J'ACENT,,POPERTY OWNER,,PRioIR �TO` ,,,,,.,,-...,S,I,,DEWALK AT E JOINT AND H 46,5 REPLACE APPR XIMATELY 93 150 LF± E CON CUv%u MODIFIOATIO14S AND SIDE� LK TOI REMAIN LF 8' TO 10,iW1 E CONC. $to) _YPE 2 -,"48 CB #2 W/ iH OF HERE SIDEWALK NO SOLID L9 YD' CKING %Now D N" -458.09 VtKF IN)""' �ANU X. J INV. RIM-463,60 Tt"% SAWCU T M A i %000 EX# SIDEWA K AT yl 1 .09 INVillo-457-21 A At ST xx C" 7ff 4mmm ANN* -457.21� (IN REPLAC APP OXI EL' T 15 L F 10, "m E 14 INV. V. CHAMBE NO 40 L 7 90. IDEWALK SO T 0 H IE�,E. �31...F 2 4 so 279.,,,'5 ... NEW 30 wiuE S-0.0% 57#rND, P1 kJAIL O�02 2 PROVIDE CAMEL-C LORED ........... .. 0 /4 %woo; G PVC L ? CONC. DRIVEWAY "--;C 1P BOMANITE PAVEMENT IN E' LF 8" PERF PER CITY STD PATTERN OR ARCHITECT 12 CON,.. DWG 3-6A, S APPROVED EQUAL SEE SHEET C13 40 TOTAL AREA TO COURT YARD HOTEL PARKING LOT DETENTION TANK4.0001.91 AC. IMPERV. 0~0.73 AC. TILL GRASS�0.33 ACO TILL PASTUIRE."W"00.85 AC. m DRAINAGE AREA TO INFILTRATION TRENCH #1 TOTAL AREAO~1.84 AC. IMPERV.0~1.14 AC. (AFTER COUNTING PERVIOUS PAVEMENT CREDIT) TILL GRASS"w"000-70 AC. EM"Iff -m m AM I mvv TOTAL EXCAVATION 11000004,947 CY. TOTAL FILL � 510 CYO Ila 0 A A A 01 WA .j'jN L ,I Inj A no 010 ow A A A DRAINAGE AREA TO INFILTRATION TRENCH # TOTAL AREA-0.40 AC. (OFFSITE) IMPERVIOUS AREA�0.17 AC. TILL GRASS�0.23 AC. P < CN �x NEW 1AHEEL CHAIR' RAf4r` C 1/vc� PER CITY STD DV�G 3 '11 SEE SHEET C1 3/ 01 Ex STR E S TO RE AIN N, W 4' 1 T E E HOLES T c EW SID ALK (TYP.) \Rj -463,01 J, IM/=453.26 JNV=453,01 (NE) f I M 4 6' , 2 INV=452.91 (SW 1NV-,-,-462-00 (W) NEW 30' DE CONIC. DRIV AY ---oo� It �Jj kp _'-woloo PER CITY DWG 3-6A. REMOVE E SEE SHEET�C13 STREET TRE C10 CB F� I Mzzz 4 6 5.8 7 I NVz:7-- 461 , 5 7 (E) INV�,,1-6',' CB #1 (TYP E 1) W/ FRAME & LOCKING VANED GRATE #AMM RIM-461.90 INV. 40$NM 458.73 (4" IN) INV.***m458.40 (8" PERF) CONNECT TO CB#2 SAWCUT MATCH EX. SIDEWALK AT EX. JOINT IN 'x IW-Af n 9 MA ON TRENCH # A� OR I SC- 740 'BERS 457-21' 26LF CO CURB & GIU TTE W/ 6" C-ff CURB Op NING FOR FILTE RA #1 FILTERRA#1 (RE ESSEb'FTOP) IT 4x4' - T 6 60 C A FL--r.,,-- 46 2.1 I[NVoo�=458.93 (4 1 �,T" v ?3) I I I - 6 1111 ,1 1 It : 111112 11 r% 00 00 To"m W 0 uo 00 W co j 00 LO W 0 z LO Z W of 0 x 0 q W m u < u W e c\I 04 % to co IL swool000l, U. IL room limp, (40) APMMM ;mm� �4 Am 11%, 101 1 r-gool APMNM All U "NAN. :%; 411 >M W cl An All Now AP"% um 0 z j 0 < to OD wwwj 00 F- 0. > (0 0 z 0) 04 W follows 0 C\l j < :'� J N IM" 47 showl 0 cc X row. Folow LL W an cc 0 kL IL PROJECT NO.: DRAWN BY: TLR/CJB ISSUE DATE: 08-31-07 SHEET REV.- 10amlo-os It 1,VRADING ANXF DRAINAGE PLAN CB #2 (TYPE 2,48440). W/ SOLID LOCKING LID RIM=463.80 3" POROUS ASPHALT PAVEMENT ON 1" 0.5" DIA. GRAVEL FILTER COURSE ON 10" tl TO 2" CLEAN CRUSHED ANGULAR STONE ON 211 10.5" DIA. GRAVEL FILTERCOURSE 11CATCH BASIN OR - END CAP MANHOLE II V; RVA SC-740 EPE 24B Z *I;., My7w44 I V. COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL SC-740--8'WIDE STRIP (ISOLATOR ROW ONLY) AASHTO M288 CLAS 2 NON -WOVEN GEOTEXTILE OR EQUAL AASHTO M288 CLASS I WOVEN GEOTEXTILE OR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERS XF 24" ADS N-12 SC-740--6'WIDE STRIP S00% D Ar—M INV 457.21 10 wwp"m 28.5li 3" POROUS ASPHALT PAVEMENT ON 1" 0.5" DIA, GRAVEL FILTER COURSE ON 1 Oil t'TO 2" CLEAN to 17.81± CRUSHED ANGULAR STONE ON 2 jr * j. n 611 1 N. u END CAP SC-740 EPE 24B COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL SC-740--8'WIDE STRIP AASHTO M288 CLAS 2 NON -WOVEN GEOTEXTILE OR EQUAL �'TO 2" CLEAN CRUSHED ANGULAR STONE y 4 SC-740 CHAMBERS --J t'TO 2" CLEAN, CRUSHED 1 ISOLATOR ROW, 7 PASSIVE ROWS ANGULAR STONE AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL, XF 24" ADS BETWEEN FOUNDATION STONE AND CHAMBERS S=0.0% SC-740--6'WIDE STRIP (ISOLATOR ROW ONLY) INV=459.16 S�E�CTI . . ... ........ ..... CB #1248too) W/ SOLID LOCKING LID RIM=464.20 "CATCH BASIN' OR MANHOLE Awon& I INV=460.16 (12") 41 DRIVE LANE 3" CLASS B ASPHALT PAVEMENT ON 1" 0.5" DIA. GRAVEL FILTER COURSE ON 10's is' TO 2" DIA. CLEAN CRUSHED ANGULAR STONE ON 200 0.5" DIA, GRAVEL FILTER COURSE. 21 27*± yy O its TO 2" CLEAN CRUSHED ANGULAR STONE AASHTO M288 CLASS 2 NON —WOVEN GEOTEXTILE OR EQUAL 8 ROWS OF SC-740 CHAMBER I -ISOLATOR ROW, 7-PASSIVE ROWS 3/4 - 2 INCH CLEAN, CRUSHED, ANGULAR STONE COVER ISOLATOR ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE, 8'WIDE STRIP AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE FLOW R LINE .O.W. 3" POROUS ASPHALT PAVEMENT ON 1" 0.5 DIA. PARKING GRAVEL FILTER COURSE ON 10" J" TO 2" DIA. CLEAN CRUSHED SECTION ANGULAR STONE ON 2" 0.5" DIA. GRAVEL FILTER COURSE. EXTRUDED CONC. CURB its TO 2" CLEAN CRUSHED ANGULAR STONE ,_.logo 27o± M l?, All '^! 4. „� r"„i. :: vsFF ���+`,; ;,� �. ' r.+,,: �. se� ,i°o .^'. L.., i�" a�:„✓ t°a. ,l'.., .'4. ,��. r, . N.r x F.. 1,f* ............ INS , 4,1 A ........... k 4 SO A�ASH`10,,,M288 CLASS 1 WOVEN GEOTEXTILE R ELto WIDE STRIP 'OqUA. 6 6 to lit H C —740 STORMTECS CHAMBER zx, 1, P 18 Iff 0 SOON= P N.T.S. 3" POROUS ASPHALT PAVEMENT ON 1" 0.5" DIA. GRAVEL FILTER COURSE ON 10" +:'TO 2" CLEAN CRUSHED ANGULAR STONE ON 211 0.5 DIA. GRAVEL FILTER COURSE t—M 6" MIN. AASHTO M288 CLASS I WOVEN GEOTEXTILE -0,1611 � i FOR ISOLATOR ROW ONLY, 6'WIDE STRIP MIN. SECTION N.T.S. NOTE SEE SHEET C1 4 FOR POROUS ASPHALT CONCRETE AND SUB -BASE SPECIFICATIONS PERMIT NO, 07-106838-00—MF *% w 00 > 0• WA*^ (y) V? 00 U) W qv 0 L40) Z e-N AOL 0 Q ewN (j) IL UL .NN� 0 gas w Aftk um 8 01 .J Jj cq co 00 OD 0 CL > W 0 0 00"s 1 0 Z 1 j W 40 3: J N mt 0 x 0 cr w 0 U. PROJECT NO.: ID5046 DRAWN BY: 0JB ISSUE DATE: 09-04-08 SHEET REV.: CO-25-08 APPROVED A A, A go I Ilk I *I kh Lei 0 11 :111111 _:my :4 p I 1$] 14 :8 :11 :4 *401 :4 01 SC-740 CHAMBER % - 2 INCH CLEAN, CRUSHED, ANGULAR STONE ADS 601 GEOTEXTILE OR EQUAL ---j, 91 me wi* NO i 'Ipe Iiii i NO w A. 9 GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS. SC-740 END CAP PAVEMENT r,0Ar,r1rIKArAr&1 I III I 11 A14 I 5A I Ill I � WrAfFAIIIIIKAWArAlrAld _0 i 8 to 9611 "'A', MIN. MAX. Al - 4; - &1 ^7 - &I .;% 'w ti. 6" MIN. t1jwt11wt4wt1ow wt*_ W"" MEO "I'momoo wo *Now w W4 W Now *0 low, 111 Is twon #no* *Ago* *an* ions tax* an* loan* adw on" $IN" ONO" IMM" VON" "Now WON w ow on" wool" "am go" *NOON *now No" *Now NMO" awmw VON" Now" moo" mwmm 0 wo 000" "now tool . E. . 0. it Al alit I vow" I ol000low 11= INS VON" *Now mum OPIUM No Von" swam Now" '11 1 now now" Now - I I 'no' M.- 10 low 10 10 0 20 Beaver Road, Suite 104 Wethersfield, CT 06109 k 19MA'" PMWN Phone: 888-892-2694 0 Fax: 866-328-8401 www.stormtech.com C DRAWINGNAME 9 AM INITIALS ACAD No. CAD# ACCEPTS 4" SCH 40 PIPE ECTION PORT 90.70ACTUAL LENGTH 85.4" INSTALLED OVCRL.AP NEXT CHAMBER HERE 6.5" 12 P1_ fVAt Lf�',,Y 13 11, 11 0 1 1 1--$0- 5.8 51111111"LL; ;'11110W IN 'THIS 01RE-c-, 1011f SIZE (W x H x INSTALLED LENGTH) - CHAMBER STORAGE - MINIMUM INSTALLED STORAGE - WEIGHT - M STUBS AT TOP OF END CAP FOR PARTS NUMBERS ENDING WITH "T" A A TART END C 51.0 x 30.0" x 85.4" 45.9 CUBIC FEET 74.9 CUBIC FEET 75 LBS. STUBS AT BOTTOM OF END CAP FOR PARTS NUMBERS ENDING WITH "B" PIPE �_IZEj SC740EPE06T 110.90 in (277 mrn)!,�l 8.50 In (470 MITI SC740EPE06B 6 in 0 50 mm) 110.90 in (277 mm), In (13 mm) SC740EPE08T___ 8 In (200 mm) SC740EPE08B �sW 8 in (200 MM) 0.60 in (15 mm) j SC740EPEIOT in 50 MM) 1141c, 0 Him] &11411 1 =1H I SC740EPE10B 10 in (250 mm) 0.70 In (18 nl SC740EPE12T 12 in (300 mm) 14.70 In (373 mm) 12.50 In (318 nI SC740EPE12B 11=0 12 In (300 nim) �114.70 iLL In (373 mm)� 1.20 In (30 mm) SC740EPE15T 15 in (376 mm) �'I 8.40 in 19.00 in (229 mm) SC740EPE15B L: 1 7 in:LC375 mm) 18.40 in (467 mm)� 1.30 in (33 mm) SC740EPE1 8T 18 In (450 mm) 19.70 In (500 mrn 5.00 in (127 mrn SC740EPE18B ts�t 18 in (450 mm) �'l 9.70 in (500 mm)l ri,-IIIIIIII 1.60 In (41 nl SC740EPE24B 24 in (600 mm) 18.50 in (A 0.10 in (3 mm) NOTE: ALL DIMENSIONS ARE NOMINAL ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. FOR THE SC740EPE24B THE 2411 STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75. BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SETS LEVEL. * NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANUAL STORMTECH LILC CONCEPTUAL PLAN DISCLAIMER THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECHS MINIMUM REQUIREMENTS, STORMTECH LLC DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS, F92viAmmi FLOOR BOX FRAME AND LID W/S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW -IN CAP CLASS "C" CONCRETE rAASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE f / If STORMTE�U LLC,,C2NCEETUA.L PLM j2lSSjL&JMER, THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. IT 13 THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECH'S MINIMUM REQUIREMENTS, STORMTECH LLC DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. 0% 1 LS T 0 ORWI T E C" H P R u" D U C* T ti P E I F 1""' A T I Uf--X I UNZ5 "s FLTGTGTGI :ilfyililk 1561mvivill 0MI&I rjkvl I I:[*] =.Lciglwy IIII 111241wril 0 1.0 GENERAL 2.8 THE CHAMBER SHALL HAVE TWO ORIFICES NEAR ITS 1.1 STORMTECH CHAMBERS ARE DESIGNED TO CONTROL TOP TO ALLOW FOR EQUALIZATION OF AIR PRESSURE STORMWATER RUNOFF. AS A SUBSURFACE RETENTION BETWEEN ITS INTERIOR AND EXTERIOR. SYSTEM, STORMTECH CHAMBERS RETAIN AND ALLOW EFFECTIVE INFILTRATION OF WATER INTO THE SOIL. AS 2.9 THE CHAMBER SHALL HAVE BOTH OF ITS ENDS OPEN TO A SUBSURFACE DETENTION SYSTEM, STORMTECH ALLOW FOR UNIMPEDED HYDRAULIC FLOWS AND CHAMBERS DETAIN AND ALLOW FOR THE METERED VISUAL INSPECTIONS DOWN A ROW'S ENTIRE LENGTH. FLOW OF WATER TO AN OUTFALL. 2.10 THE CHAMBER SHALL HAVE 14 CORRUGATIONS. 2.0 2.1 CHAMBER PARAMETERS THE CHAMBER SHALL BE INJECTION MOLDED OF 2.11 THE CHAMBER SHALL HAVE A CIRCULAR, INDENTED, POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT FLAT SURFACE ON THE TOP OF THE CHAMBER FOR AN TO ENVIRONMENTAL STRESS CRACKING (ESCR), AND TO OPTIONAL 4-INCH INSPECTION PORT. MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER 2.12 THE CHAMBER SHALL BE ANALYZED AND DESIGNED TEMPERATURES EXPERIENCED DURING INSTALLATION USING AASHTO METHODS FOR THERMOPLASTIC AND SERVICE. CULVERTS CONTAINED IN THE LRFD BRIDGE DESIGN 2.2 THE NOMINAL CHAMBER DIMENSIONS OF THE SPECIFICATIONS, 2ND EDITION, INCLUDING INTERIM STORMTECH SC-740 SHALL BE 30.0 INCHES TALL, 51.0 SPECIFICATIONS THROUGH 2001. DESIGN LIVE LOAD INCHES WIDE AND 90.7 INCHES LONG. THE NOMINAL SHALL BE THE AASHTO HS20 TRUCK. DESIGN SHALL CHAMBER DIMENSIONS OF THE STORMTECH SC-310 CONSIDER EARTH AND LIVE LOADS AS APPROPRIATE SHALL BE 16.0 INCHES TALL, 34.0 INCHES 4%'110E AN09C�.7 FOR THE MINIMUM TO MAXIMUM SPECIFIED DEPTH OF INCHES LONG. THE INSTALLED LENGTH OF A JOINED FILL. CHAMBER SHALL BE 85.4 INCHES. 2.13 THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 2.3 THE CHAMBER SHALL HAVE A CONTINUOUSLY CURVED 90012000 CERTIFIED FACILITY. SECTION PROFILE. 3.0 END CAP PARAMETERS 2.4 THE CHAMBER SHALL BE OPEN -BOTTOMED. 3.1 THE END CAP SHALL BE INJECTION MOLDED OF POLYETHYLENE RESIN TO HELP FACILITATE FACTORY 2.5 THE CHAMBER SHALL INCORPORATE AN OVERLAPPING MANUFACTURED PIPE FITTINGS. CORRUGATION JOINT SYSTEM TO ALLOW CHAMBER ROWS OF ALMOST ANY LENGTH TO BE CREATED. THE 3.2 THE END CAP SHALL BE DESIGNED TO FIT INTO ANY OVERLAPPING CORRUGATION JOINT SYSTEM SHALL BE CORRUGATION OF A CHAMBER, WHICH ALLOWS: EFFECTIVE WHILE ALLOWING A CHAMBER TO BE CAPPING A CHAMBER THAT HAS ITS LENGTH TRIMMED; TRIMMED TO SHORTEN ITS OVERALL LENGTH. SEGMENTING ROWS INTO STORAGE BASINS OF VARIOUS LENGTHS. 2.6 THE NOMINAL STORAGE VOLUME OF A JOINED STORMTECH SC-740 CHAMBER SHALL BE 74.9 CUBIC 3.3 THE END CAP SHALL HAVE SAW GUIDES TO ALLOW EASY I FEET PER CHAMBER WHEN INSTALLED PER CUTTIN G FOR VARIOUS DIAMETERS OF PIPE THAT MAY STORMTECH'S TYPICAL DETAILS (INCLUDES THE BE USED TO INLET THE SYSTEM. VOLUME OF CRUSHED ANGULAR STONE WITH AN ASSUMED 40% POROSITY). THIS EQUATES TO 2.2 CUBIC 3.4 THE END CAP SHALL HAVE EXCESS STRUCTURAL FEET OF STORAGE/SQUARE FOOT OF BED. THE ADEQUACIES TO ALLOW CUTTING AN ORIFICE OF ANY NOMI STORMTECH SC-310 CHAMBER SHALL BE 31.0 CUBIC 3.5 THE PRIMARY FACE OF AN END CAP SHALL BE CURVED FEET PER CHAMBER WHEN INSTALLED PER OUTWARD TO RESIST HORIZONTAL LOADS GENERATED STORMTECH'S TYPICAL DETAILS (INCLUDES THE VOLUME OF CRUSHED ANGULAR STONE WITH AN NEAR THE EDGES OF BEDS. ASSUMED 40% POROSITY). THIS EQUATES TO 1.3 CUBIC 3.6 THE END CAP SHALL BE MANUFACTURED IN AN ISO FEET OF STORAGE/SQUARE FOOT OF BED. 9001 :2000 CERTIFIED FACILITY. 2.7 THE CHAMBER SHALL HAVE FORTY-EIGHT ORIFICES PENETRATING THE SIDEWALLS TO ALLOW FOR LATERAL CONVEYANCE OF WATER. NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANUAL 4 20 Beaver Road, Suite 104 STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER Wethersfield, CT 06109 Phone: 888-892-2694 THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND APPLICABILITY OF THE DetentionoWeiftnoRechel Fax: 866-328-8401 STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMINATER SYSTEM Sut)wrface Stormwater Management www.stormtech.com DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECH'S MINIMUM REQUIREMENTS. STORMTECH LLC DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER IS DRAWINGNAME RESPONSIBLE FOR ALL DESIGN DECISIONS. SCALE: SCALE CHECKED INITIALS L) A 1E.: DATE ACAD No. CAD# DPAWN BY: INITIALS SHEET PG# OF PGS I low -All mom AAS+17C M288 CLASS I WOVEN GEOTEXTILE OR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERS SC-740--5'-6'WIDE STRIP SC-310--4'WIDE STRIP STORMTECH LLC CONCEPTUAL PLAN DISCLAJMER THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED 0 M N A LAYOUT THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE NTH ALL APPLICABLE LAWS AND REGULATIONS. STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECHS MINIMUM REQUIREMENTS. STORMTECH LLC DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. ,`*'j**ATu"RMWATER CHA\MBEK a 111 L 1w imp ok STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECH'S MINIMUM REQUIREMENTS. STORMTECH LLC DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. COVER ENTIRE ROW WITA AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL SC-740--8'WIDE STRIP SC-310--5'WIDE STRIP F.A14 me] zu 0 XL MA 11kysiq WTV No -0 mimmim Meg Splamclolivir"I I MA, V #1 00 00 roo 00 W0) 04110% > 0 LAJ 0 ,owl U U 00 w CO j to 00 Lo wit (y) z Z 00'"I 00"o"look w (0) r 10 k W �"e' W M 'oolook r, -% U WX 1-01 < 0 W 04 LL N Or on A 0 LA F-4 fool APPINOW11 PON r roI rMI rMW4 U Vj LL 8 01 j I 0 Too J < >W- 0 oo U) j 00 04 OD T" T- N 1 OD OD 0 0) C*4 C4 04 e-1, 0 z 1 j e."', W U-) >' J cq 41 OWN" 1, >_ 00I 41 %'1 0�z X 0 cc 1 < i CL LL a: CL PR J N 0.: 05046 DRAWN BY.- CJB ISSUE DATE: 09-04*--08 SHEET REV.: 09-25-08 =4 CAI I 106" MIN. 2 1 /2" 5" 2 1 /2"" * TOP OF LIP AT DRIVEWAYS VARIES � J T4 CONFORM TO CROWN SLOPE OR O.02 Ft/FT. UNTABLE... E ENj,,._C0_NCR. E, 4 EXTRUDED ASPHALT OR CEMENT gQ,L!C.�ETE CURBS FOR USE IN 'PRI VATE PARKING AREAS +i�.�' x�a�c�I JOINT, 0.02 FT./FT it 12 M11F�1, AND GUTTER ' '• +, , , •.,, wr ° . �.., CURB " • '' * ' ' '"' " ° °' w CEMENT CONCRETE . �. � •. �' o'� d � rr• : �• „• • s "� f• r ► • r.�yr ; +w�IM'IIw:►•... W rf A. off•.. a! " pf CRUSHED SHE SURFACING e TOP COURSE (CSTC) r •s . ...:f-4r r""'•r4 ,#� •A p °®+..M� .f � t°•"r°""� �� "pµ4" • ;. f. • ♦ , , ., t;�• . A.« p*?, . 4. " �,�a]aTE. TOP OF LIP ATDRIVE1hWAYS. a � •f , r . » A Aft s PATCH "r"' MIN. 3" CLASS 13 ACP OR MATCH EXISTING). MIN. 2" CSTC XISTING PVMT. 5 1 /2" R am 1/ IONS 5 A« C4 N PAVEMENT r 4 NOTES. TOP 4F CURB '"� ' .' " •' 1. SEE DWG. F OR JOINT REQUIREME AT APPROACH * r ,' ` •�•'• #: �, p 2. ROLL (;UTTER T MATCH j POSITIVE SUP RELEVATION. 3. SEE SEC. 3.3.3 FOR EXTRUDED CURS ANCHORAGE. 4. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DEPT. � 5. EXISTING CURB REPLACEMENT WILL REQUIRE REMOVAL OF +I�Er�; FEIIUAFI�r FACE C FGUTTER. A I M 12 . FROM h 2008, ASPHALT A M NIMU PUBLIC'ETAILS 3owI4 "g, loillill 0, 0, N 0111111 00. 1 Oil -1.110101011010 0 0 0 M@Ifd war WORKS 0"URB DETECTABLE WARNING- PATTERN AREASHALL BE AP i YELLOW, IN COMPLIANcE � WITH STD. SPEC. 804.3(3) MIN. MAX. 7 � e A 1 518" 2 318"PLAN C 7116" 314'" 7/814 T 7�16 ELIEVATtON DETECTABLE WARNING PATTERN DETAIL 01 RETURN OR AT MAIN PEDESTRIAN PATH. REV. 4/11/08 PUBLIC WORKS CURB RAMPS iN VERTICAL CURB DWG• 3-1 1 DEPARTMENT N0. -°- RIGHT—OF—WAY UNE, CURB TAPER �i_ " 51ErP 1i/ILIA vI. '*M1W1«RWaW A y`�.jy� PLANTING STRIP, IF ANY. r w i « • SEE CURB DETAIL DRAWING 3-4 EXPANSION JOINT RIGHT—OF—WAY LINE w " VARIES " IN VAR1I:5 N � TES: 4 r 0.0/ `• '1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WICKER THAN 40' MAY BE APPROVED -BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIV17Y SERVED. ALL �:�•t�f" ,., COMMERCIAL/IhIDUTRIAL DRIVEWAYS :SMALL HAVE AN , ' ..^..,,,««•r,, °. . ,� F'AN IC N gIN1" LC3 ANf" D MIC —WIDTH. SEA: R SEC. .04. MATCH EXISTING DRIVEWAY GRADE . �-+/� SEE �...I,, }�.+. �� E 3.2.1 AND CURB DETAIL D . WIN Q 3-4... 3. CEMENT CONCRETE DRIVEWAY ,APPROACHES SHALL BE CONSTRUCTED WITH 4" CRUSHED SURF` %flNC > " TIi1CK"' CEMENT CnNCRETh CLASS 4CiiDCi WITH °r'o T .%o AIR ENTRAINMENT. TOP COURSE (CS CEMENT CONCRETE DRIVEWAY . FULL, DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 1 ' OR GREATER. cilobL 6-6" BASED ON TYPE OF EXPECTEDD VEHICLE USE REV. 11 _08 tD 4 a� ON DW G. A PUBLICv 00 DEPARTMENT V ANY'' U U� E a3 f' AW Ask IV O lob >= r um um E �i t �i *_ .0 j OD C4 CO row tl%.S t! 1► LZ # y` 0 0 zC4 cq < *Tool %%wool DATE: PROJECT NO.: 0504ro 1 DRAWN BY: TLM 1; ISSUE • %1? 1"007 POROUS ASPHALT CONCRETE AND S#r!b uj�NWIWBAnqE rr r � wr � w � � � �r Mr � � � p � AA► � MI► • 1 � ♦ � �"' '�" • �► low M► AI► M � INt► � � % • � ■IA M, # AM . # 1 xv IrATIL Ar Alr p 1 p i t % " r Mr �" r► A1► ■r • AAI AMA : +w► p + # �r mill �► A�w MI rrr aM [fir AAM r �► ,� i� is ', rtir � �, iM Np 1Nr Iw M" M" ♦ +� .. , _ MI AM ,INK � +fir p ' '� � � � � � p r1r p 1 M► Mli � p ar' �► MM p Air Aw wA iM' irr ,1 AMR i J r M M qw 1 # • - ! arr map : �11M d 1 / 1 i 1 1 1 AIN # # # �.... # MOP # # A r rrr . ..► A A 1 .» 1, , AN qnj IL • Af 11► / # 1 1 # AMr .YmaIRyY • 1 W • AM �► IMt • IM • AN 111► p ► Mw I W 1 ♦ AAI MP MOPMM a AP MM 0 ' Tj FATI IT iff Ai M4 lIoT FA T joT rAW ) 'm jj juAff __M_1� J& f�& T a: Lm 1 ■ I . IAr 1 •► •►& A,► W NN► M► A y Atlr r i p w M► wr 1 # # A rr A p Bill f wr /" M► p ` NIA Mp ♦ ` p #W A W saw M►,,, • ism NOTES: 1. SELF —LOCK VANED CRATE MANUFACTURER SUBJECT .. jAPPROVAL BY ENGINEER. 2. L15E. WITH �^f TWO Ai7, BOLTS +iea/fJ LOCKING, STAINLESS TYPE 304 STEEL SOCKET HEAD n (ALLEN HEAD) CAP SCR S 2" LONG. NOTE SLOT DETAIL., 3 .MATERIAL IDUCTILE IRONASTM A536 GRADE tl� 4. "OUTFALL TO STREAM DUMP NO POLLUTANTS of MAY BE LOCATED ON BORDER AREA. M LEVEL�NNG�A, PAD AV ( � � `'1 S1A X .3 4N X 2 1 N "•"` S1 FOR SLOT DETAIL SEE 3 DWG. NO. 4-:5 ,.. CONTRACTOR SHALL INSTALL STREAM ► ,, PROTECTION MARKERS ON THE TOP OF CURB AT EACH CATCH ©CH BASIN LOCATED WITHIN ItIN THE 4U TE R LIN E8 MARKERS, N A s t';! ±MM�IIMY Ai! m ADHESIVE, AND INSTALLATION INSTRUCTIONS CAN BE x. t. r x . d OBTAIN D OM THCI CFEERAL WAY U" REV. 4/27/08 THIS SIDE TOWARDS SIDEWALK P USLIC STANDARDGRATE(VANED) � WORKS NdMYNNM!�+, OoIIIIIII�LOW ELEV. 1-0 PIROI DETENTION, OIL SEPARATION PER PLANS SEE NOTE 10. PIP PP RT E SU 4 S X .QSfl 54" MIN. ATH INTYE' OIAM. AS RIMUIRED REMOVABLE WATER" TIGHT 'GOUPLING PLATE WITH .ORIFICE AS SPECIFIED E ROUND � NOTES: r�♦ MARKED D WITH LOOKING BOLTS. 1, PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY. NOT LESS THAN COMBINED INLETS. . FRAME & LADDER OR O p�� EXCEPT 4�R" C 1J NOTED, �0��(N S �.1 ERt3 UNITS $HALL BE CONSTRUCTED , STEPS OFFSET.,SEE IN ACCORDANCE WITH THE. REQUIREMENTS FOR CATCH BASIN NOTE 8, FRAME do TYPE 2, 54 MIN. DIAM. COVER ELEV. PER PLAN. 4. PIPE SUPPORTS AND R1 STRICTt R/SEPA►I ATOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT A MAX SPACING � 1 N IJ U 5DIAM. STAINLESS STE:tL. EXPANSION BOLTS C� +� T�S OR ♦ STEPS V 1i LADDER. R _ EMBEDDED " IN WALL. 5. THE RESTRIQTOR/SEPARATOR SHALL, RE FABRICTED FROM .060" ALOMINUM, OR .064" AL.L IMINIZED STEEL, OR .064" GAVA I'D STEEL P...I.PE I N ACCORDAN CE WITH SH TOL M 36, M 196, M 197 AND M 27`4. GALVANIZED STEEL SHALL HAVE TREATMENT 1. C4ZANOV7* GATE; SHEAR GATE, 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED -METAL. PIPE ORGROUTED INTO THE gEU.4FCONCRETE PIPE. INL,Ei" PIPE 7. 4R Pipes THE: VERTICAL. RISER STEM OF THE RESTICTOR f `SEPARATOR SHALL BE THE: SAME DIAM, AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MIN. DIAM. RY"411,WRYsa.YRM".1MR INVERT ELEV. PER PLAN 8. FRAMEAND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP,p E. CLIME3 DOWN SPACE IS CLEAR OF RISER AND CD LEAOUT GATE;. w C. FRAME IS CLEAR OF CURB. i. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE J SMOOTH . . A T PIPE: �:`�' PIPET V OTI"i O.D. EQUAL L O IPE OUTLET C� HAVE O I� Q P o CONCRETE IPE I.D, LESS1/4 . 10. TELBOWS MAY BE: LOCATED AS SHOWN OR MULTI —ORIFICE L" I-�-ORIFIC I EL� ALL.. ON ONE SINE OF RISER TO ASSURE LADDER CLEARANCE. 11, T INSTALLATION T PRIOR C� INSPECTED ORIFICE IE ED P CAR CE MUST B eN loll P N FLV*O%W RESTRICTU"R 0%1L POLLUTIOM DWG.. 4 ,�;UNTRu"I DEV"ICE, mom 1111,111=1 111 111'10,1111111 111, 1 1 1 lIlillil� 1101111M.IIII, TEE TYPE .(FRO-P,00lool"'T), P.- v EPLATE wx ORIFICE i E PLATE WITH ORIFICE i ki CB#5 NTS SECOND ORIFICE i ii ORIFICESECOND SHEARSTEPS OR LADDER* CLEANOUT GATE: DETAIL,GATE PER SHEET C09. V)ro rn > 0 p 0:5 � (�o JW00 ~Z �0 c') �QO�X O �mU ow 'ouWiTN�\3L bA U cd or a Ua w ob •NII Sam AMIL LL um ,1 1 • 00 to •: �. oo !.! z j to N Zt -i C-4 mt IMNI , 0 UL PROJECT NO.: 05046 DRAWN BY: 11LR 08-31-07 ISSUE DATE: SHEET11► • EV. �r uETAILS, POROUS ASPHALT CONCrit: I SUB-B ASE SPECIFICATIONS P I05046DT02! +• Dog 0 11 OR N1 IRC 'ell 0 s s K4 (N) e-1- 9 9 4- 9. 7 5 (S) S IS E E S S I I-i M E Q U I T M N OF . ..... ... .. .... ...... .......... ..... ..... it .. ...... . I .......... . . .......... s . ............ ............... . ......... e /1- .... ........ "', t.. ......... .... .......... t�`y ...... ... . . A . ...... ..... ..... . ... . ......... f..... ...... I 8 D 4MM ==slow" dome goI ......... w FND, PK NAIL. 0,02 s FND. IRC #6422 0.37' NORTI-1 0.55' EAST' ("It B I M 43 7 � C) 8 c B FR I Nil= 4 3 7 , 11 'NIS "IN N`11< 'N, N�. N� "N, N, N.. "N" /V" N: I'D C, B )N 4 3 0 1 W) INV=- 453.26 I N V =-; 4 5 3. 0 1 (NE) F� I m 6 -!,5, 2 I NV=:- 45 2.91 (sw) 1 N V,1_1:1 6 0 0 ( A X) 4 6 '1 57 20 0 10 20 40 1 1, 1 ,, �1) e�, ) c� 101 ,,,ol "A' lt uA`"n`AoFo'H1C";" 'SDCALF" OUALe 1" 20' f 1`4 D. 1-1K WASHU`I?, O�015 "'I' SOL"ITI 02 EA�, �vl N SS -'S M H R 1 61 I !"`� v �1- (S) 11 t " 10, "'e, (") N c; C0 3 F", I �vl 4. 9' IN , � 5 �El) FND. IRC #-f3,4`,?9 0.01 NORP-d EAST 1. 15 01 V", 20 -A X )< ICID 6 D K IN Sam LL%jz.NJJ SS SANITARY SEWER SD STORM SEWER G mom* GAS LINE OHP= OVERHEADPOWER LINE W 0"m WATER LINE GAS VALVE Ash = WATER VALVE 0 = WATER METER tr = FIRE HYDRANT CATCH BASIN 0 MANHOLE —0— UTILITY POLE LIGHT POST GUY ANCHOR SIGN POWER VAULT/TRANSFORMER CD TELE./TV PED. PARKING METER SECTION CORNER QUARTER CORNER FND- MON. IN CASE 0 FND- PROP. COR. AS NOTED 0 SET 1/2" I.R. W/CAP #21464 50.00 = SPOT ELEVATION D = DECIDUOUS F = FIR CEMENT CONCRETE PA\ANG v HAN 3 N U.K V YIN GA'ow �x A4 N % Vr, % It IN WN xv 0 T Ilj� #% 00 00 w > #AM.- OVA, V; C) :�: N rvao J4 0 0 U. cy) of A*^ J 4 00 LLJ 00 d Lo w cy) rn z Lo Z e"IN 0 0 X 0 w 0 w 1 < p ^ N LL OL W"WA— N 0. , . %� V j * **� : ob um dl j J I w U) J j Cq OD %ov vv I 0. > (o C"4 0 W j Zt J oo� 4� 0 x 0 11) < I a. LL 00 FF , PROJECT NO.,- ID5046 DRAWN BY: I Uri ISSUE DATE: ill SHEET REV.: Acer -griseumA Chamecyris o, 'Gracilis'/ SLENDER paHINOKI CYPRE&t Zel:kova serrato 'Green Vase'/ JAPANESE A Street tree form min. 2" Cal* min. 6'0"-8'0" hgt. i-nln. 2-1/2" Cal'. street tree form min. 8"0"' hgt. hgt. m In. 3" caL street tree form SHRUBSfPERENNIALS.: , 222 p Buxus S. "Suffruticosa DWARF BOXWOOD min, min. 12" 24" spr. hgt. compact (0 north p—lot) 41 Choisya t. 'Sundance/ MEXICAN ORANGE Min. 24" hgt. 1 Cotinus coggygria 'Royal Purple'/ SMOKE TREE min. 36" hgt. 155 U Epimedium x versicotor 'Sulphureum' / NCN 1 gal. 19 Garrya elliptica/ SILK TASSEL min. 24" spr., hgt. 10 0 I or� / OCEAN SPRAY Holod Iscu's d*scol min. 36" hgt. 31 Juniperus c. 'Torul.osa*'/ HOLLYWOOD JUNIPER min. 36" hgt. 10 0 Miscanthus sinensis 'Morning Light/MAIDEN GRASS min, 5 gal. 10 MyrICO CaliTornica/ PACIFIC WAX MYRTLE min. 3a" hgt. 75 Nand*na domestics 'Compacts' /HEAVENLY BAMBOO min. 24" hgt. 68 Pennisetum a. 'Hamel,yn' /DWARF FOUNTAIN GRASS 1 gal,. 0 30" 00 C* 7 Polystichum polyblepharnum/ TASSEL FERN min. 5 fronds 0 12" o.c. 140 Potentilla f. 'Abbotswood"/ CINQUEFOIL 2 gat. m in. 18" spr. 47 ,co g Rhododendron upi,nense min. 21 spr., bushy 59 W Surcococca humilis/ NCN 248 Taxus b. 'Repandens'/ SPREADING YEW 2 JBy Note Yucca f. 'Golden Sword/ VARIGATED YUCCA G R 0 U N D C 0 V E R S 116 By Note Arctostaphylos "Massachusetts/ KINNICKINNICK GO VY C: 0 0 01 C: C C: 0 "APO MW= >1 0 0 CL o C) 0 0 *A*xW *� L. ow > 4WJ C) 010 C >1 it 0 CD C 0 C C 0 0 0 'A > Cr Q) CL �0 0 4) C QV 0,32- MAVERICK t,h)/ `-Cop er,,, P fr t WWJQP$T*�.00M,: f..Sw or d, 'EXISTING, LAWN' 2 gal. min. 12 spr. 2 gal. min. 18" spr. 5 gal. 1 gal. 0 0. Mlahonta repens CREEPING, MAHONIA .... ... .... wey GlIenn Takagi Landscape Architect 18550 Firlands Way N. Suite #102 Shoreline, WA 98133 (206) 542-6100 FAX: (206) 546-1128 'Project No.: Drawn: GT I TV Checked.- GT Drawing Issue.- 09.12-08 Revisions: 10-10.08 SECURE W/ LOOP OF CHAINLOCK. PRESS. TREATED PINE POLE,APPROVED EQUAL SE TOLE OF PREVAILING WINDM , tl 1'0" Contours. E MUST BE PLANTED CHAINLOCK TIES 4 4 SUCH THAT THE TRUNK FLARE IS VISIBLE » • k HE ROOT T WOOD CHIP MULCH • 9 V TREES ------ FLARE IS ' NOT VISIBLE SHALL BE PLANTING BACKFILL REJECTED. DO NOT COVER THE TOP PER SPECIFICATIONS, OF E ROOT BALLIL. CONTINUOUS APPROVED STAKE MATERIAL 4 MIN. 1,5 x 1.5 IN* WATER BASIN BALL.ALL STAKES SHALL BE DRIVEN OUTSIDE BEYOND EDGE OF ROOT BALL. THE EDGE OF THE ROOT "'fir„,.✓,,..., a .,,.,„„�" +, ... .. k !FINISH GRADE f AMENDEDw- r _. _ ,PLANT PIT NTH ANGLED SIDES 1'8"- DEEP ROOT BARRIER (PLASTIC), # AS REQUIRED RO (MIN. 44*) OT BALL SET 1/2" BELOW GRADE ON SIDE TO IF M k „ THE ROOT BALL UNDISTURBED NATIW IS SHIPPED WITH A WIRE 1 BASKET AROUND BE PROTECTED0 COMPACTED AMENDED BACKFILL6 �. _._ x, , i , ..t _ Nam+ } t +d � r �; i gg CUT THEVRE BASKET IN FOUR 0 4�._4ft .; ... ; {z ,3 ,?t �a �. � I I� �I� �L �I� III TAMP SOIL AROUND ROOTLBGRADE PLANTING HOLE. SET TOP OF ROOT " ► BASE FIRMLY WITH FOOT PRESSURE i �+" i$I��j"�'+E i'fa ✓"� dicer BALL FLUSH TO GRADE SHIFT.SO THAT ROOT BALL DOES NOT , , I III SLOWLYDRAINING SOILS. CON I FER TREE L AN T1 TrKI -nco futi v rmn"P-w TA WPM PPAM 4�"PP1N(-%p 2 NOT TO SCALE ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK S ,LL S'EION' ENOUGH TO ACCOMMODATE ®5 I DECIDUOUS TREE PLANTING""' NOT TO SCALE B&B OR CONTAINERIZED 9 TYP PERIMETER.!" 3ET ALL PLANTS AT NURSERY LEVEL PLANTING BED -�.�-----,.�. I N '2"-3" OF'MULCH (PER SPECS) SHRUB rED SOIL PREPARATION DEPTH SPECS) FINISH, GRADE 1� ,r'f %!/r > / ,/ r!f � , /'`�,/r /� ,'� / •r f / ' / i� /rr %r'/ r'` err t/'J /� f� ''/'f f / / i'�/ rrf r / 'SEE PLANT REMOVE CONTAINER 01 T BURLAP,COMPLETELY OR REMOVE STRINGP. PLANS -, FOR SPACING °� \/`J''t,r" \ > `, , :. . f!,./r / TOP / ENTS REQUIREMENTS. UNURSU ------------ (PROVIDES FIRM SINK)ROOTBALL WILL NOT A N T1 S R U L NOT f O SCALE j dL- i f M i a 4 (PER SPECS) FINISH Y SOIL AMENDMENT MIXED W NATIVE z SCARIFIED SUBGRADE (SEE 40 PLANT TO BASE -OF:DECIDUOUS TREES yiND r. •UNE OF r t { TREES AND SHRUBS. s Spacina ,tih MIIhIII � Perimeter (On 3 i U a r 1, x� �I- „, 65 f 2 h xz� rt 5 � w' jfi k A qr n `X. 1 d�f 7 WA m ! cep a IM1011w = �� w w 0 = 7 1-mmowwl w w w 9 w ow Mo w Im w w 0 � 7 11-mummm, w � w w 0 w 7 wwmmw� 1� _qqm�_ w "m � � - - 7 - - - - - __ ______ w � I bA0"&TU""K"h'MmmTEC`Hmm G"EmNERAL Nu"'TEZ43% 10 0 0 a 4 * �% 0 1 a ` F _� 0 wu*a , F� � .11 Me 961TITAWL mrjarmsfal I A - w 0 a � A A m ah 0 0 - - ,� k i I 0 - __ - w w - w - - 1 � w I 4 0 1 - ko w - - I I 0 � � a M-1 I I a wil: I: J.-i 0 1 z I 1.04 r A I = i 0 a va w Mo 6 a to A m 4 m . 0 0 1 A a 0 a - a a A 0 4 9 0 mam _� "I'll, 11 "I 0 a 0 a I'll - AUU --- I 1111-1-11-1111-11-111111- - I . 6 Is 20 Beaver Road, Suite 104 1 Wethersfield, CT 06109 � ST.QRMTECH LLC gL)NCEPTgAL PLAN 01§gLAIMER AP%M..,..,. I Phone: 888-892-2694 THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED a "I "I on mm LAYOUT THAT WLL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND I rwwq"*1mp000w*4wV0 Fax: 866-328-8401 APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS Subsurface I Stormwtmt."�t Monagement" www.stormtech.com NOT BEEN DETERMINED. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO 1111- 11 I I 0 . ....... . - ' --I'- - 11--, � ,',,I-,,-,,,,,, 11-1-1111 I _ 1 ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE "TH ALL APPLICABLE LAWS AND REGULATIONS. STORMTECH PRODUCTS MUST BE DESIGNED AND I INSTALLED IN ACCORDANCE WTH STORMTECH'S MINIMUM REQUIREMENTS. STORMTECH LLC DR'AWINGNAME I'll I I I'll DOES NOT APPROVE PLANS, SIZING. OR SYSTEM DESIGNS. 'THE DESIGNING ENGINEER IS I � 11 - ------- MOM* 0 i 1' i RESPONSIBLE FOR ALL DESIGN DECISIONS. 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SEMI -GLOSS CLEAR FINISH OVER STAIN TRANSLUCENT (POI.YSAL) PANELS IN METAL FRAME C6 C,00L ZINC GREY BY AEP EXTERIOR GRADE OLU-LAM,51AINED C7 DARK BRONZE BY/FOR STANLEY AUTOMATIC, DOOR POWDERCOATEDSTEEL ALL FLAsSHINO TO BE KEYSTONE GRAY, U.N.O. -BUILDING FLASHING OCCURINO ON C2,$ C3 TO MATCH THOSE COLORS -P1AC/WINDOW/DOOR FLASHING TO BE DESERT SAND, U.N.O. -FLASHING ASSOCIATED W/ STANLEY DOOR TO MATCH DARK BRONZE -PAINT SCUPPERS $ DOWNSPOUTS TO MATCH ADJACENT COLOR -PORTE COCHERE ROOF FLASHING TO BE COOL ZINC GREY 0 �Ne!5t El'evat I io'n 50ALE 5/32 01 11-011 INDICATE SAFEST)-00 OLAZINO ,5out.h E.I,evation_ SCALE 3/3211 = 11-011 \�/ INDICATE SAFETY GLAZINO 7F Root= LEVEL 5 6 LEVEL 4 �7 U) LEVEL3 LEVEL 21:4=4 �01 mffi��M �Mvffi LEVEL 3 Epa LEVEL 3 EELEV. 21' - V FourAV V�ffd_P� I HEYS AND ASSOCIATES. jkC. orchitecture interior desigr phone fox 12212nd avenue, quite 300 Seattle, washington -98101, T k It, ADDENDUM 1 07-10-09 ADDENDUM 2 ............. 08-10-00 ADDENDUM 3 09-1409 �CsV1`✓' tot*-J MATE: PRO_j1=cr_ DRAV^ BY: I L, A' YO'U' T, Naar,'E, .. , .............. 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S U i p RTE J...) - . /4" /,41\D ; O CAE CEDAR �= :2x PT FRA�-lE TRI�-?�-IED W/L`r C '` E ... ; c� BROWN POST ,�rNl � lLV- CABLE. 2xro PT BROWN CAP AND 1x1 CEDAR BATTEN, � B PA 'R' F .v t{ it map*& qwwm 10"W 141-71 1 r 1° FENCE 4.: TRELLIS SECTION ENCLOSURE ELEVATION 51DES NOTE: ALL- WOOD I%-lATERIAL TO HAVE SHERWIN WIL.L.IAr-1 CLEARCOAT FINISH I N' 1 Nor= rn 1'0 a Ar �� a«w wr arr � w ,.. 00 � r t ti (r A Y .000000, l moo Fes" eI✓ d� N 210 06, 1 11 F 1 2 g M rIZI f *U A IKII fK 11/ rrk v^r- ARCHITECTURE INTERIOR DESION 206•285.1224 phone 206-285--gB66 fox 1221 2nd Ave., suite 300 sect -He Washington .96101 45 REGISTERED OT ST ►TIry N Refuse Enclosure own 1 "Moll ....... ... aim,. , ". 2 ta} ° Z 0. p ' a J LJ L. h t" a v 4y t6 @@ fp a �b Uatt..n Basin :. Asil-halt Aprown, F f � • r 'M r M IS rr a: .i,,,� 'i.s. ♦ rirMr Y A A s•, "�•yA�,. ♦�" " x 0% ... i�i� tip ',AY � r. R A � *WV Now, II.Fq .A_ V F r Y R ,. Trash/M 111 wool hern Buffer Notes. Plant c4 trees &"#Aarki g stall striyin q y ►`xwood on North West s Lot shalil i d e s of Parkiny 241- I KIN r I =144MIN&V ,N�o Z011.1 "I! � NA kw, 'tlT A r �1 J 0 r wr �►'A►'M;;'."+j►' �aFw *+�►i%.I' q1\-.,►*,t��.:—+�' , �1s►►A.`�!,IM�+,f► 'w�,RT/r °�/'.1!i��.--►,.u.w. �',�''►:-'�'�!l 1 '"�^ +q a s t w . A a. 1 Y x , , 1 t a w. , �✓ ,. , i 6 Mrr . r ` '1 t , 'k r , . d .v a r s _ A w ■ P r ` d } i r an Lig T.V0.) r 5� M s �..;.SUN S i f , , {, 06 CO la co CIO !r ` �. a 0 0s ,w b, '; f 0.0 t ': c c L. L. C > .1 z 3�: C Glenn TakaV1 Landscape Architect 0 �o n a Suite 102 Shoreline, WA 98133 (20) 542-6100 FAX: j{�\// 546-1128 Y 1j i k �. .. .....e..,,,, , 'ect NoW 7"0** Ni - Pr01 Y X Drawn. 00000 Oil o � Checked: �T 26 4 a R U P E R E N N I A L 'Z3% i cn u on u FLOWERING in. hgt. r ccc o lri � min. 1! 46 BARBERRYrAr. ri to cI ', A n. �� Drawing Issue: n. " rA -- compact Tc A ' cnd n 'SPREADING /` min. 1 r. 09.12.08228 E3uxus A r ico DWARF BOXWOOD . � north �Ic min. I1 cclcc to U Lmin. 1" to treet Choisya to undcnc / E I AORANGE in. �� toro .4.10 1 Cotinuscyroc 'Royal Purple'/ l�'� SMOKE 1E in. h t� �v � clamin. �cal�uccc A Golden word� V IGATE `Uz�Rev. io n . min. 6�0'�-8'0'hgt. 156 O Epimedium x versicolor 'Sulphureum' / NCN 1 gal. G R 0 U N D C 0 V E R S 41 1 10.10.08 1g � Garrya elliptica/ SILK TASSEL min. 24" spr., hgt. 116 e�y� Ors}nctnnh �dnc ��IUI!'ICC/'1/`I'111CP�+C� / {CINM(:I�INMf:K , ,.,.� �, Z�« „ „ 2 8.4.10 min. �—1 cal. a'. - v i - Holodiscus discolor /OCEAN SPRAY rnin. 36" hgt. � street tree form 19 a Mahonia 31 � Juniperus c. 'Torulosa'/ HOLLYWOOD JUNIPER mini. 3699 hgt. 542 � r-epens /CREEPING MAHONIA � 1 gal. CAD 24" o.c. min. 8 0 hgt. a 10 � Miscanthus sinensis 'Morning Light"/MAIDEN GRASS min. 5 gal. 0 LAWN (#1 premium quality non —netted od/ seed mix of 3-- Perennial Ryegrasses and min, 6'0"-8'0" hgt. 14 � Myrica californica/ PACIFIC WAX MYRTLE min. 30" hgt. min.1— Fescue. Provide Seed Certificat for approval) . ,� 63 � Nandina domestics 'Compacts' f HEAVENLY BAMBOO min. 24" hgt. *PLANT SELECTION NOTE— ALL PLANT MATERIA SHOWN ON PLANT min. 3 cal. SCHEDULE ARE DROUGHT TOLERANT EXCEPT LA N AND RHODODENDRON. street tree form 68 Pennisetum a. 'Hamelyn' DWARF FOUNTAIN GRASS 1 gal. @ 30" o.c. * Plant sizes are specified per the American St,ndcard for Nursery Stock, Publication —May 2, 1986 23 � Polystichum polyblepharnum/ TASSEL FERN min. 5 fronds � 12" o.c. sponsored by the American Association of Nurserymen, Inc. * Perimeter shrubs shall be a min. of 24" hgt. at time of planting. 139 �� Potentilla f. 'Abbotswood'/ CINQUEFOIL 2 gal. min. 18" spr. * Groundcover shall be planted in all planting beds to achieve full coverage within three years. 48 Q Rhododendron #Cilpinense' min. 21" spr., bushy * If plant quantity shown on schedule conflicts with what is represented by symbol on Plan, the quantity represented by symbol shall be used. � A V00 0 0 0 0 W 0 0 1 -1 - � '' I WMAII&W a I [#010%1ki[0iWW011j 1W1k0k4M10!W= - .. � I I , � I 1 __-, I I I � I I � 1, I 1 1 . NO I - ___ .. .11 M I I _11- I I I I ''I I -0 , , , I I I I I I I I I I ---- I - _ I __ � - I � - ____ WOM I I I I I � I i I i I I',, I ,I . I -1i I __ _ , I , I � I I A A a 1111 000%K I I I ; I �� I I 11 ; I I ja , 1 , T 11 , 1 I I : I I . — 1111" , I : I 11 I'll 11 � I 11 I I s I I , I , = MEM'I I im 01 11 , � 1�''I I - __ � 1, � I _11, .11 I I'll ... - I.- - - 3"' POROUS ASPHALT PAVEMENT ON 1" 0.5" DIA. GRAVEL FILTER " �' TO 2" DIA. � � � � 1� _________ 3" CLASS 6 ASPHALT PAVEMENT I ON 1" 0.5" DIA. 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I I _ I I I I i - I I �,L i I � IL, I I I J_____ 1Z 0 1 _- it 9 -1 275 13/160W �l �� �,,' 1, 11 I � � I a SPECIFICA710M.,-Sm 1) Tank Capacit.%yl: 10,000 gallons (238 13131L) 2) Tank Weight: 10,500 lbs, (empty) 'A' /A \ I I a I NOTESIN 1. This drawing Is a baseline representation for this model of tank. V�,�io�iitions between this drawing and the actual equipment in the fleld can and do exist., prlmarily with appurtenlance locations, sizes and quantities. Consult your local BakerCorp representati"ve if specific needs exist. y s. it stit-)uld be moved only w,hen empty. 2. THIS TANK IS NOT DESIGNED FOR TRA,NSP0R77r41C- L10"01D 3. Check with your BakerCorp representative regarding internal 111n1ir)i,,*,j (coating) an the wetted 5urfaces. 4. This tank is not, equipped with a pressure/vacwirr refief valve. . _411 -,-- ,-------------------------�------.--�-,----------,�---------,� . 111 - 1--_ _.____1__... 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INFC;�91%01ATION 5HOWN ON THE DRAWIN09 RELATIVE TO EXISTING CONDITIONS ARE BASED ON BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF:ACCURAC%i`- FIELD VERIF**r0o EXISTING CONDITIONS AND DIMENSIONS AND NOTIF"100 THE ARCHITECT OF DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. :2. DIMENSIONS OF PLANS ARE TYPICAL TO THE CENTERLINE OF COLUMNS AND FACE OF ROUGH FRAME OF PARTITIONS, UNLESS NOTED OTHERWISE 3. DO NOT SCALE DRAWINGS- USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAI.. FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF 519CREPANCIES ARE FOUND 4. COORDINATION: VERIFY AND COORDINATE THEE WORK OF TRADES TO ASSURE COMPLIANCE WITH THE DRAWINOPS AND SPECIFICATIONS FIRE PROTECTION 1. PROVIDE FIRE PROTECTION AT PENETRATIONS� OF FIRE RATED ELEMENTS AS REQUIRED BY CODE 2. A SMOKE DETECTOR SHALL BE INSTAI-LED IN; EACH HABITABLE ROOM. ALL SMOKE DETECTORS SHALL BE 110y, INTERCONNECTED, WITH A BATTERY BACK-UP. CONSTRUCTION 1. INVESTIGATE AND VERIFY UTILITY LOCATIONS AND SITE CONDITIONS PRIOR TO BEGINNIN 0 TH15 WORK. :2. PROVIDEE 2X 50LID BL<O FOR ALL JOISTS, RAFTER, AND TRUSSES AT BEARING, POINTS TO PREEVENT ROTATION OR LATERAL, DISPLACEMENT .3. PROV,=E- P,�;ZEBLOC-oKINO AT ALL THE FOLLOWNO IN CONCEALED.S.PACES OF STUD WALLS, INCLUDING FURR ED SPACES, AT THE CEILING AND FLOOR LEV FELS AND AT 10 FOOT INTERVALS HORIZONTAL AND VERTICAL. AT ALL INTERSECTIONS BETWEEN CONCEALED VERTICAL $ HORIZONTAL SPACES 9U r�-,H AS AT SOFFITS$ SHOWER AND TUB ENCLOSURES, AND DROP OR COVE CEILIN09. IN CONCEALED SPACES BETWEENSTAIR STRINGERS AND AT TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE STAIR STRINGERS. IN OPENINOS AROUND VENTS PI FIREPLACES, AND 91MILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILINev"!:-3 ITH NON-COMBUSTIBLE MATERIALS. AT OPENINGS FOR BETWEEN 9E9 FOR FACTORY-BUII-T CHIMNEY9. 1 Y9 CHA ALL PLUME31NO PENeTRATIONS THROUGH RATI�ED AA6 S 5MBLIES. 4. PROVIDE BLOCKING REQUIR50 FOR WALL AND CEILING MOUNTED ITEMS, 15. CONSTRUCTION 19 TO BESTABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST A0OPT`ED EDITION OF THE UNIFORM BUILDING CODE. MAXIMUM ACC5P1AB1.r'* DISTANCE: IZ!OR BRACES SHALL BE ro. OFFSET STUDS WHERE REQUIRED 90 THAT FINISH WALL SURFACES ARE FLUSH. 7. PROVIDE OALVANIC ISOLATION BETWEEN DI59IMIt.AR METALS. ' (S. ALL SUB -FLOORS TO BE GLUED AND NAILEED U N a ALI. ADHe5IVF-5 TO CONFORM TOAPA �4!Pk�ico. AFG O'l. PROVIDE T$O EDOES AT LONo r-A>NF.Ls F.DoLs*.' * .9. PROVIDE ATTIC ACCE59 WITH MINIMUM 22"X30*'CLEAR. ACCESS TO BE INSULATED AND WL- 4r,HERSTRIPPED To A LEVEL EQUAL TO THEE 9URROUNDINO AS!�.3EMBL-Y. 10. FOUNDATION PLATE9 SHALL BE PRESSURE TIZE�ATED AND BOLTED TO THE: FOUNt�>ATICN P15rZ��',"RUCTURAL.5 WITH A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT WITHIN 12" OF: E�ACH END OF C-_-,.ACt"H PIECE. 11. PRE -TREAT ALL END CUTS OF Prr. L.UMBER 24-HOUR-9 PRIOR TO ASSEMBLY. 1:2. FOUNDATION V5NT5 SHALL,. NOT INTERFFREE W/ DIRECT LOA4::> PATH OF COt.-UMNS. 13, PRE -FABRICATED FIRePILACE5 CHIMNEY-S AND RERLATED COMPONFENT5 SHALL BEAR U,L. OR I.C.B.O.SEAL OF APPROVAL AND BE INSTALLE��) AND VE N**tEED PEP, MANUf=AC,*TUREPZS 9PeCIFICATION. INSTALLER SHALL LEAVE MFRS INSTALI.,ATION INSTRUCTION.,�� ATTACHED TO THE APPLIANCE. CLEARANCES OF LISTEL'.`i APPLIANCES FROM COMBUSTIBLES SHALL BE AS SPECIFIED IN THEE LISTIN(5; OR ON THE: RATNG PLATE. 14. PROVIDE OUTSIDE COMBUSTION AIR FOR ALL FUEL BURNING APPLIANC59 PER UMC, 703. 15. PROVIDE 265 GA MIN. OALV. STEEL STRAP AROUND WATER HEATE!:;�- ANCHOR TO WALL. 10. SHOP DRAWINGS, DETAILS, $ CALCULATIONS SHALL BE PROVIDED FOR ALL PRE -MANUFACTURED STRUCTURAL INSULATED PANELS OR TRU9959 AND SHALL BE 9TAMPED AND APPROVED BY A WASHINGTON STATEF. REGISTERED ENGINEER. SHOP DRAWINGS SHALL BE ON SITE FOR FRAMING INSPECTION. 17. PROVIDEE TRU99 ENOIN5F.RINO AND 9HOP DRAWINOS TO THE ARCHITECT PROIR TO FABRICATION. TRU55ES SHALL. NOT BE ALTERED WITHOUT WRITTEN APPROVAL. OF ASTRUCTURAL.- ENGINEER LISENCED IN WA9HINOvTON. F15LD ASSEMBLED TRU9Sr-.5 MAY NOT 13F. USE�-D UNI-599 A DEE91GN 19 PROVIDED BY AN WA!r3HINGT0N STRUCTURAL ENGINEER. 16. ALL TRUSSES SHALL BE STAMP E--:D WITH MFR`9 STAMP WHICH SHALL LIST DESIGN LOAD AND TRUSS SPACING. 19. TRU95ES TO BE DIAGONALLY 5r<A>CED PER MFIZ9 APPROVED SHOP DRA\MNOS. 20. TRUSS DIAGRAMS ARE FOR REPRE9ENTA-rN/F. PURPOSF-r5 ONI.Y. REFER TO APPROVED TRUSS SHOP DRA\MNGS FOR EXACT SIZE AND DIMENSION OF EACH TRUSS AND CONDITION. ,21. ALI.- NAILS SCREWS AND STAPLES USED TO FASTEN ROOF COVERINGS $ 91DINOSHALL BEESTAINLESS STEEL. ALL EXTE P�-IOR HANOER, COLUMN BASES, POST CAPS, AND OTHER MISC. METAL CONNECTORS SHALL BE STAINLESS STEEL. �CEILING 1. CEILINO HEIGHTS, WHERE INDICATED, ARE FROM TOP OF SUBFLOOR TO BOTTOM OF ROUGH FRAME ASSEMBLY ABOVE FINISHES 1. PAINT, WALL. COVERINGS AND WALL PANELS TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTUR5R`9 RECOMMENDATIONS :2. SAMPLES OF FINISH COLORS SPECIFIED SHALL BE SUBMITTED FOR APPROVAL TO ARCHITECT PRIOR TO COMMENCEMENT OF WORK 3. PROVIDE REDUCER STRIPS AT LOCATIONS WHERE CARPET AND OTHER FLOORING TYPES MEr=T. PROVIDE COLOR AND MATERIAL. 9AMPLES FOR APPROVAL. 4. FLOOR COVERING IN CLO95T9 ARE TO BE THE SAME AS THAT OF THE SPACE INTO WHICH THE CLOSET DOOR OPENS, UNLESS NOTED OTHERW19EE 5. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS MECHANICAL 6� ELECTRICAL 1. MECHANICAL. AND ELECTRICAL SYSTEMS ARE DESION.-BUILD BY OTHERS :2. MECHANICAL AND ELECTRICAL CONTRACTORS ARE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. OBTAIN NECESSARY PERMITS AND APPROVALS S. DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BEE APPROVED BY THE ARCHITECT 4. ELECTRICALSWITCHES TO BE MOUNTED AT 42" A.RR U.N.O. 5. TELEPHONE/ELECTRICAL OUTLETS ARE TO BE MOUNTED VERTICALLY AT +15" UNLESS NOTED OTH512WIS15. WALL MOUNTEC) RF-CEPTACLE5 LOCATr=C) IN CASEWORK ARE TO BE MOUNTED HORIZONTALLY ro. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ENERGY $ VENTILATION low PROVIDED AREA BY OCCUPA>NCY: FLOOR SPACE OCCUPANCY AREA OCCUPANT LOAD (square fe t) FIRST FLOOR Areas AB 51542 15 net 36.9 ---4,Assernbly Support Areas B 65308 1309 49 Pool $ Exercise Area A4 2V195 50.9 45 1! rro Guest Rooms R-1 61003 2009 30 Total Area 20,138 Total Floor Load 493 SECOND FLOOR C-luest Rooms R-1 12,465 :200 62 Support Areas 3549 130 27 Total Area 167014 Total Floor Load 89 THIRD FLOOR Ouest Rooms R-1 13,636 :2009 68 Support Areas B 31313 130 25 1111ro EE 1111�vii Now q Total Area 1 ro , 9 4.9 Total Floor Load .93 FOURTH FLOOR Guest Rooms R-1 13,636 --- - 2009 66 Support Areas 35313 130 25 Total Area 16,949 Total Floor Load 93 FIFTH FLOOR Guest Rooms R-1 13,636 200 68 Support Areas 35313 130 25 Total Area 1604.9 Total Floor Load .93 uIlding Frontage. 3701 -0" FEET ulldlVj�rlrn eter. . .. . ... . . 742-6 FEET [�S��mAmC 13 SPRINKLER THROL10HOU CODE SUMMAPY DESION CRITEER '00 LA2 BUILDINO DES, CODES: BUILDING CODEO: 2006 INTERNATIONAL BUILDING CO:,,:)F. MECHANICAL CODF..- 2006 INTERNATIONAL MECHANIC/4-s' . CODE PLUMBING CODE*- 2000 UNIFORM PLUMBING CODE EELECTRIGAI.. CODE: CvA%S 2006 INTERNATIONAL FUEL GAS C0DE LIFE SAFET`�- FIRE 5AFETY 2006 INTERNATIONAL FIRE CODE ENEROY CODE: WASHINOTON STATE ENERGY CODE:* ZONE 1 PRESCRIPTIVE OPTION III DEE51GN CRITEERLA: REEFER TO SHEET 91.1 - GENERAL STRUCTURAL NOTES FOR'DESIGN L(.')ADINS CRITERW BUILDING CaNgF��� 4 STORIES TYPE V-A SPRINKLED 1 STORY TYPE 111-B SPRINKLED 9"EEET 1NDCmww:X GENERAL AS-1 Architectural Site Plan Elevations SURVEY Honsen.Survenjag LANDSCAPE DESION 1 OF1 Topogrophical Survey Lot 5 arid 8 Li Planting Plan !!�.enneth R. Andersen and Associate.-, L2 Planting Detail 1 OF 1 Topographical Survey 1 OF 2 Topographical Survey CIVIL Cal Cover Sheet CO2 Compos't Utility Plan COB Temporary Erosion Control Plan C04 Temporary Eroslon/Sedimentation Control Details Cos Stondord No Coe Groding and t.)ralnoge Plan C07 Storm Profil Z�s C08 Storm Profiles coo Storm Detci Is 00 Storm Detclis site Det I C11 ails C12 site Details C13 Detention/Wet Vault Pion and Section C14 Existing Conditions 1 0 11 CLIENT "STRUCTURAL ENOINEER Mr. Koon--* Cho, President .V Swenson Soy Foset ROY01 Hospitollity Washington, LLC 93:2 Broadway 15901 W Volley Hwy Tacoma, WA .98402 Tukwila WA 98116 Phone:: 253 :264-0470 Fax* 531:284-0471 ARCHITECTURE Cell# Abbott Heys $. Associates Gontoc-h Blaze Bresko, PE E�URVEYS 1:221 2nd Ave. Suite 300 !Beattie, Wmshinqton .96101 Hansen Surveying Land Surveyors 'and Consultants Phone"- :2015 -1224 265 a �06? Fax* 285-93rcro 17420 116th Ave. S.E. Renton, WA.96508 Contact. Ed i^.�-sbbt7ttl AIA Phone-, 5 23 -64-40 Fox*-- 5:2 -02roro INTERIOR DE51L: Cont=t.-- Rodney 0. Hansen Abbo-tt Hery. 1221 .Sea"e, WoshIngton .98101 Ke nn eth R. Anderson Land Surveyors arid Consultants Phone.- (20. �__3) 2,85-12:24 17:20 South 341st Place, Sulte C-1_4At- Foxvi Federal Way, WA 98003 Phorle, 253' ' -1190 ' Foxot 53 (5--6164 CIVIL ENGINEEP,,900 Contoct. Kenneth Anderson LI.C. 15445 53rd Ave 5 Seattle WA.98119 DESION BUILD ITEI"0*01S Phone*- :200 431-7.970 Foxe: Oro aa-1646 MECHANICAL ELECTRICAL FIRE SPRINKLER Contact: Darrin 0. Sanford Project Manager, Member phone fax 630 44h Ave. a, suite 201 seaHe washingim 961S4 STATE Of WASHINGTON PROCESS 111 1 1,4441 W.N., 611 14 LW WI6.Ar"31 %19 14 w W 0%0 1 "v% WROW 160 0.37' NORTH 9330 0 20* INGRESS/EGRESS Ll N 1 32," E 21014 36 6' CHAIN fl ESM`T. (ITEMS #20t #25) 0. 55' EAST L2 N 06017P 6" W 2.32 v LINK FENCE: QUIT CLAIM AND W_j 41.06 00 L3 8`22"34011111 RELINQUISHMENT SSMH L1 OF ACCESS CB i ON RIM- Opp- N S; NN �%Is� 1,1z. RIM-436-93 10 EWER ESM'Tj' - N,��-,.l :z REM #5) 1411, 1 NV- 431.58 FENCE => 190�. 301D 5.7' W Ilk 00 s� I� -Z CB Z NZ RIM-460.05 '10, INV-456.55 (SW) X OIF uj W 4L, 10' SEEW R ESM ,l N, 14 L N %SZ LZ ([TEM # 13) 11 x \ \, D 6__ 9185 NN del 8 r I NN S� %NZII i 01'F *N\111 IN** IN, IS. IN, IMP IN. 36 IF V-4 0 12 *,%* 10 F Y 1 2##D.� Sk 12" DJ, C B 4" RIM=458-58 10" WAT R ESM'T. NE (ITE #12) -Oki INV=454.71 toF INV=454.71 tv If 1 3,4 10" 24"D 24"F of 12 "D N NOTE 20 b I v:0 138o57 TION ON PARC ALL TOPOGRAPHIC& INFORMA ' '_ - X - ", EL 049185 (LOT #5) TAKEN FROM SURVEY ENTITLED "BOUNDARY f6pp,10261 RAPHY SURVEY* 12 CONC\ QD ALITY, NEW HOTEL AT THE GATEWAY CENTER# FEDERAL WAYo ROYAL HOSPIT MS 01"29'16" W KING COUNTY* WASHINOTON"t PREPARED BY KbNNETH -R,,' MDERSON AND 279,50' ASSOCIATES# INC, DATED� 09/09/061* w 40 0*"D� 100"010� SSMH Vf I IM 469.13 INV-451.35 W) 9320 464 I -AL I INV 451.13 S) 8"D INV-451.08( \1y RING EASEMENT FOR INGRESS, CB EGRESS, DRAINAGE & UTILITIES RIM=465.92 (ITEM #20) 2007t INV=462.00 (W) 1 "D FND. PK NAIL &=4 CB, 00 0.021 SOUTH RIM=465-87 vj It,.;# INV-461.57 E 0.01' WEST AAAr lio, 4; 9321 INV�461.42 S 00F CE3 RIM=463-01 6 D Ire, 0' WATER ESMT. INV4.0*453.59 NW) INV�453.26 W) 0*!t (ITEM # 12) INV�453.01 NE oo, SW %, VD INV-452.91 FND. PK/WASHER c/ �6 0.03' SOUTH ®R 0.02' EAST 6 30' 30 CB RIM=458-78 V, INV=453-45 (NW) QUIT CLAIM AND RELINQUISHME OF ACCESS .00 (ITEM #18) EASEMENTS AFFECTING SUBJECT PROPERTY PER PACIFIC NORTHWEST TITLE INSURANCE COMPANY$* rrEM,,,,,,,NO. RECORDING NO. NOTE, 913 OR TITLE INSUONCE ORDER. No. 618175 .. POLICY No. 1093-241.567s DATED INC., COMMITMENT F MAY 31' 2006* 14 4985485 RELINQUISHMENT OF ACCESS TO STATE HIGHWAY (ROT PLOTTAKE) NOTE ATE HIGHWAY CB I T E M, N.O... . REC0RDI,NG._..,NO& 15 7710240746 RELINQUISHMENT OF ACCESS TO ST RIM--458.78 SEMW, -4040/OR AGREEMENT FOR % (NOT PUMABLE) INV-455.83 N) 10' A ER ESM"T. T POSSIBLE UNRECORDED EA, ITEM #12) CONTIGUOUS ASPHALT AND ACCESS WITH SOUTHWESTERLY. 16 7710240748 RELINQUISHMENT OF ACCESS TO STATE HIGHWAY INV=452.61 SW) 'NOT PLOTTABLE) INV=452.45 E) WESTERLY AND NORTHERLY ADJOINERS (NOT PLOTTABLE) 17 7710240755 RELINQUISHMENT OF ACCESS TO STATE HIGHWAY INV=452.09 NE INV=452.09 Sw 2 7710240745 HIGHWAY SLOPES EASEMENT (NOT PLOTTABLE) (NOT PLOTTABLE) 18 7804040866 RELINQUISHMENT OF ACCESS TO STATE HIGHWAY 9328 3 7710240747 HIGHWAY SLOPES EASEMENT (SHOWN HEREON) (NOT PLOTTABLE) 19 532061 CONDEMNATI04.� OF ACCESS TO STATE HIGHWAY MPANY GAS PIPELINE EASEMENT (NOT PLOTTA8LE) TURAL GAS 00 4, 8607180907 WASHINGTON NA 'EASEMENTS AND UABILITY TO ASSESSMENTS (SHOWN HEREON) 20 8910101211 RESTRICTIONS$ 8703100824 FEDERAL WAY WATER AND SEWER SEWER -EASEMENT (SHOWN HEREON) 5 %. 4 (SHOWN HEREON) 21 8709230584 DECLARATION OF COVENANT 7 8610130446 P.S.P. & L. CO, ELECTRIC EASEMENT (NOT PLOTTABLE) (NOT PLOTTABLE - AS CONSTRUCTED) 22 870930-1518 RESTRICTIONS CONTAINED IN I`NSTRUMENT 8 8705150734 ACCESS MAINAGE' & UTILITY EASEMENT (NOT PLOTTABLE) (NOT SHOWN - SUPERCEDED BY ITEM #20) 23 8703051328 COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS 9 87051,50735 ACCESS, DRAINAGE & UTILITY EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT MENDED BY RECORDING Nos. 8709222085, 8804210692) (SHOWN HEREON) NOT SHOWN - SUPERCEDED BY ITEM #20) 24 8705120940 COVENANTS, CONDITIONSt RESTRICTIONS, AND EASEMENTS 10 8804110195 �P.S.P. & L CO. ELECTRIC EASEMENT CONTAINED IN LOT LINE ADJUSTMENT (NOT PLOTTABLE - AS CONSTRUCTEW (SHOWN HEREON) RING EASEMENT FOR INGRESS$ 11 8806200710 WASHINGTON NATURAL GAS COMPANY GAS PIPELINE EASEMENT 25 90032608,96 COVENANTS, CONDITIONSo RESTRICTIONS AND EASEMENTS EGRESS, DRAINAGE & UTILITIES (NOT LOCATABLE - AS CONSTRUCTED) CONTAINED IN LOT LINE ADJUSTMENT (ITEM #20) 12 8906250207 FEDERAL WAY WATER AND SEWER WATER EASEMENT (SHOWN HEREON) SUPERCEDES DOCUMENT RECORDING No. 8810271361) 26 8705141308 AGREEMENT SHOWN HEREON) (NOT PLOTTABLE) 13 8905250207 FEDERAL WAY WATER-ANDSEWER SEWER EASEMENT 27 20010509000003 AGREEMENT, (SHOWN HEREON) (NOT PLOTTABLE) . .......... Room== % mmmmmm A 40' 8 0", BASIS '*OF BEARINGS IS RECORD OW SUAVEY f A 4 RECORDING NUMBER 9202059009 TOTAL SITE AREA*""* 104412 S.F*� OR Z35'Aco TH ,gHORD.,,SE WING S 8r35 16 w SS - SANITARY SEWER SD = STORM SEWER G 0000 GAS LINE OHP= OVERHEAD POWER LINE W WATER, LINE GAS VALVE WATER VALVE 59 WATER METER tf FIRE HYDRANT **ft'* �b f%.# vow Iltz CATCH BASIN MANHOLE *me* UTIUTY POLE wow LIGHT POST = GUY ANCHOR = SIGN 91 $W*W POWER VAULT/TIRANSFORMER TELE./TV PED. PARKING METER SECTION CORNER QUARTER CORNER 4b FND. MON. IN CASE 0 FND. PROP. COR.AS NOTED co to 0 000 SET 1/2" I,R. W/CAP #21464 50.00 = SPOT ELEVATION I D DECIDUOUS F FIR z 0 REFERENCE SU RVEYS 1. RECORD OF SURVEY ENTITLED "SURVEY OF GATEWAY CENTER" PREPA'RED, By �4UGfI4 G� 00060THI & ASSOCIATES, INCf,.* RECORDED 02/05/1992 UNDER REC04�01NG NUMBER 9202059,009. 2,� RECORD OF SURVEY ENTITLED "'S 317TH DIRECT ACCESS RECORD OF to SURVEY FOR SOUND TRANSIT" PREPARED BY DAVICr EVANS AND ASSOCIATES* INC, RECORDED 06/06/2003 UNDW RECORDING ca- NUMBER 200306269000090 .. ... .... . . ell co BENCH MARK mGVD2,9 rL0ATION t# 45�.$83' CONVERTED FROM NAVD ELEVATION 456,433' PER PACIFIC NORTHWEST TITLE INSURANCE_ COMPANY$ COMMITMENT FOR TITLE INSURANCE ORDER No. 618175,`POLICY No. 10934~241567P WED MAY 31, 2006* q fj UVAWAQW,?"1�406 1WAr A NOTE: THE UNDERGROUND UTILITIES SHOWN '144EREON ARE BASED UPON EXISTIN.G AS -BUILT DRAIMNGSs AN6t ARE - RQT GUARANTEED Ta 9E CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 FOR UTILITY LOCATORS. co was= SHEET OF awl "j Siii JOB NUMBER 2� 0 0 1111111111111 laig-_ T I TW"� E SE, H I ligl 1,1111 1111111 loomm mill p 111111111111ligil III I III 2 N E 4 E6� W6m,& 111,11 m 1 111 111111 11- jilli 11 1 11 1 1 PROJECT, INFORM, T1 ON Oro 11 K E LE QH.ED ''...room LAERIDI&� L- THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON LAND AMERICA SP IAL EAXCEPTQM_fC Q�Nll WASHINGTON C^^RDINATE SYSTEM, NORTH ZONE, NAD 83"'ll. vv ADDRESS. 31626 28TH AVENUE SOUTH COMMERCIAL SERVICES, TRANSNATION TITLE INSURANCE COMPANY, ORDER NO. 20097099 FEDERAL WAY, WA 98003 DATED AUGUST 10, 2005 AT 4:22 P.M. EASEMENT AND THE TERMS AND CONDITIONS THEREOF. U'lo' OF BEA. �! : �. u RINGS' RECORD NORTH', BASED UPON RECORD OF SURVEY FOR WASHINGTON STATE PARCEL NU, BER. 092104 9,185 PURPOSE.- ACCESS, DRAINAGE AND UTILITY EASEMENTS DEPARTMENT OF TRANSPORTATION, SR-5 RIGHT OF WAY ALIGNMENT, RECORDING SPMI QEPTIQN�: AREA AFFECTED*: A PORTION OF SAID PREMISES NUMBER 20030305900008. THE SOUTH LINE OF THE SOUTHEAST QUARTER OF ZONING: CC (CITY CENTER —CORE) RECORDING NO. 8705150735 SECTION 9, T. 21 N. v R. 4 E. W. M. 4 RESERVATIONS CONTAINED IN DEED RECORDED UNDER RECORDING NO. 285817. BEARING,: N88'20'47"E' SITE AREA:, 51,358 SO. FT. 1.179 ACRES SAID INSTRUMENT TERMINATES AND SUPERSEDES INSTRUMENTS RECORDED UNDER 5 EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED FROM WEYERHAEUSER TIMBER RECORDING NO. 8612081319c, AS WELL AS 6565793v 6588697v 8101220124v 8506130074v A.RTI DATLIML COMPANY, A WASHINGTON CORPORATION, RECORDED MARCH 2Z 1922, UNDER RECORDING 8604251327 AND 8604251328. (NGVO 1929) NO. 1599786, WHEREBY THE FIRST PARTY EXPRESSLY SAVES, EXCEPTS AND RESERVES OUT OF THE GRANT HEREBY MADE UNTO ITSELF, ITS SUCCESSORS AND ASSIGNS AND AMENDMENTS THERETO: ffACHMAR PARCEL'k. FOREVER, ALL ORES AND MINERALS OF ANY NATURE WHATSOEVER IN OR UPON SAID WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, GEOGRAPHIC SERVICES, LANDS, INCLUDING COAL, OIL AND GAS, TOGETHER WITH THE RIGHT TO ENTER UPON SAID RECORDED, SEPTEMBER 22, 1987, APRIL 21, 1988 AND OCTOBER 10, 1989 SURVEY INFORMATION, SYSTEM, GENERAL DESIGNATION SM1.7005-4—RESET THAT PORTION OF THE SOUTH ON, —HALF OF THE SOUTH AST 1/4 OF SECTION 9, E E LANDS FOR THE PURPOSE OF EXPLORING THE SAME FOR SUCH ORES AND MINERALS, 'OPENING, RECORDING NOS** 8709222085s 8804210692 AND 891,0101211 MONUMENT ID-1974, DESCRIBED AS A WSDOT BRASS DISK CEMENTED INTO A DRILL i 0 TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS' FOLLOWS. AND FOR THE PURPOSE OF DRILLING, DEVELOPING AND WORKING MINES AND HOLE, IN -AND LEVEL WITH THE SURFACE OF THE TOP OF THE ABUTMENT WALL WELLS THEREON, AND TAKING OUT AND REMOVING THEREFROM ALL SUCH ORES AND 10 17 COVENANT IMPOSED BY. INSTRUMENT RECORDED ON SEPTEMBER 30, 1987v UNDER FOUND NEAR THE NORTHERLY END OF THE WESTERLY ABUTMENT WALL OF BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION., THENCE NORTH 01*29#18" MINERALS,, AND TO OCCUPY AND MAKE USE OF SO MUCH OF THE SURFACE OF SAID RECORDING NO. 8709301518. OVERPASS BRIDGE FOR, SOUTH 320TH STREET OVER SR-5. EAST ALONG THE WEST LINE THEREOF A DISTANCE- OF 540.77 FEET TO THEEASTERLY LAND AS MAY BE REASONABLY NECESSARY FOR SAID PURPOSE* PROVIDED THAT THE. ELEVATION low 452.883, CONVERTED FROM NAVD ELEVATION 456.4330. MARGIN, OF 23RD AVENUE SOUTH- THENCE NORTH 25*40'29" EAST ALONG SAID EASTERLY SECOND PARTY., THEIR HEIRS, REPRESENTATIVES, SUCCESSORS OR ASSIGNS SHALL BE 18 EASEMENT AND THE TERMS AND CONDITIONS THEREOF, s MARGIN A DISTANCE* OF 10.99 FEET TO A POINT OF CURVE- THENCE NORTHERLY PAID JUST AND REASONABLE COMPENSATION FOR ANY INJURY OR DAMAGE TO THE U.N.IQUE. INIERYAL 0 CONTINUING ALONG SAID EASTERLY MARGIN ALONG THE ARC OF A CURVE TO THE LEFT, SURFACE OF SAID LAW, TO THE CROPS OR TO THE IMPROVEMENTS THEREON BY THE GRANTEE: PUGET SOUND POWER AND LIGHT COMPANY 1 FOOT SAID CURVE HAVING A RADIU'S OF 390.04 FEET THROUGH A 'CENTRAL ANGLE OF EXERCISE OF ANY RIGHTS HEREIN RESERVED; BUT PROVIDED FURTHER THAT THE PURPOSE: UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION 23'055"14'* A DISTANCE OF 162.84 FEET; EXERCISE OF SUCH RIGHT BY THE FIRST PARTY SHALL NOT BE POSTPONED OR DELAYED SYSTEM QATE�_,Q.F�MIDI sum:-Y464.1 0 THENCE SOUTH 8W24'15", EAST A DISTANCE OF 304.98 FEET; THENCE NORTH 01*29 18" p PENDING REASONABLE EFFORTS TO AGREE UPON OR HAVE DETERMINED SUCH JUST AND REASONABLE COMPENSATION. AREA AFFECTED. A PORTION OF SAID PREMISES AUGUST 2005 EAST A DISTANCE OF'11.49 FEET; THENCE SOUTH 88*24'15" EAST A DISTANCE OF 265.00 It RECORDED* APRIL 11 1 1988 FEET; THENCE NORTH 01'029'18" EAST A DISTANCE OF 13.91 FEET; THENCE SOUTH RELINOUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, RECORDING NO.: 8804110195 FERENCES0 88*22'27'* EAST A DISTANCE OF 452.50 FEET- THENCE NORTH 01*29"18" EAST A 0 LIGHT, MEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM 19 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: KING COUNTY ASSESSORS MAPS OF. SECTION 9, T. 21 N., R. 4 E.io W.M. 4Z DISTANCE OF 27.55 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON TRACT- THENCE CONTINUING NORTH 01*29'18" EAST A DISTANCE OF 190.95 FEET TO THE SOUTH LAND CONVEYED BY DEED. GRANTEE' WASHINGTON NATURAL GAS COMPANY WSDOT RIGHT OF WAY PLANS, SR-5, PIERCE COUNTY TO JCT SSH NO. 5-40 MARGIN OF SOUTH 317TH STREET, THENCE SOUTH 8872'27* EAST ALONG SAID SOUTH TO: STATE OF WASHINGTON PURPOSEO GAS PIPELINE OR PIPELINES AREA AFFECTED.- A PORTION OF SAID PREMISES SHEETS 10 & 11 Orv` 20, APPROVED OCTOBER 28, 19580 MARGIN A DISTANCE OF 41.96 FEET TO A POINT OF CURVE; THENCE EASTERLY AND DATED- DECEMBER 17 1958 RECORDED- JUNE X 1988 WSDOT RIGHT OF WAY PLANS, SR-5, PIERCE. COUNTY TO JCT SSH NO. 5-4s, NORTHERLY ALONG SAID SOUTH,,' MARG41N AND THE EAST'MARGIN OF 28TH 0ENUE SOUTH' RECORDED.- JANUARY 12, 1959 RECORD'I'N'G N'O.,- 8806200710 SHEET 8 OF 20, APPROVED JUNE 2,40 '1958. ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 230-00 RECORDING NO. 4984585 FEE! THROUGH A CENTRAL ANGLE OF 8114'49" A DISTANCE OF 326.15 FEET TO AN RELINQUISHMENT OF ALL EXISTING,, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, EASEMENT AND THE TERMS AND CONDITIONS THEREOF* WSDOT / SOUND TRANSIT, 1-5., FEDERAL WAY —SOUTH 317TH STREET, HOV DIRECT INTERSECTION NTH THE NORTH LINE OF THE SOUTH 165.00 FEET OF THE NORTH HALF OF THE NORTH HALF 'OF THE SOUTHEAST 1/4 OF SAID SOUTHEAST 1/4 OF SECTION 9'. LIGHTt VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM GRANTEE- FEDERAL WAY WATER AND SEWER ACCESS PLANS, DATED FEBRUARY 27, 2004o JOB NO. 02AO5. THENCE SOUTH 88*22"27" EAST ALONG SAID NORTH LINE A DISTANCE OF 81.02 FEET TO AND 13ETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT. PURPOSE WATER FACILITIES RECORD OF SURVEY FOR SR-5 RIGHT OF WAY ALIGNMENT. VOLUME 158o PAGE 139 THE WEST MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (INTERSTATE 5) AS NOW AREA AFFECTED: A PORTION OF SAID PREMISES OF SURVEYS, RECORDING NO. 20030305900008. ESTABLISHED- THENCE SOUTH 16*37"30" WEST ALONG SAID WEST MARGIN A DISTANCE OF 0 314,94 FEET TO THE EAST LINE OF THE WEST 30 FEET OF SAID SOUTHEAST 1/4 OF THE B Y. STATE OF WASHINGTON CAUSE NO.: 535119 RECORDED: MAY 25v 1989 RECORDING NO., 8905250207 RECORD OF SURVEY FOR SOUND TRANSIT, SOUTH 317TH STREET, DIRECT ACCESS SOUTHEAST 1/4 OF SECTION 9; THENCE SOUTH 01'45'45" WEST ALONG SAID EAST LINE SAID INSTRUMENT SUPERSEDES AND REPLACES INSTRUMENT RECORDED UNDER KING TO 1-5. VOLUME 161, PAGE 24 OF SURVEYS, RECORDING NO. 20030629900009. AND CONTINUING ALONG SAID WEST MARGIN A DISTANCE OF 19,03 FEET- THENCE SOUTH 8 RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS COUNTY RECORDING NO. 8810271361. CHELSEA COURT — A CONDOMINIUM, VOLUME 40, PAGE 11 OF CONDOMINIUMS, 21'006'15" WEST CONTINUING ALONG SAID WEST MARGIN A DISTANCE OF 66.38 FEET, 0 LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM RECORDING NUMR.,Ev-4 '497912180861. THENCE NORTH 88'024'15* WEST A DISTANCE OF 246.95 FEET TO THE TRUE POINT OF AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR dOURT. EASEMENT AND THE TERMS.AND CONDITIONS THEREOF. BEGINNING- TE; 8 Yo. STATE OF WASHINGTON GRANTEE: FEDERAL WAY WATER AND SEWER loublo, 010 agmmul UNDERGROUND WATER, SEWER, STORM, AND GAS UTILITIES AND STRUCTURAL (ALSO KNOWN AS LOT 5 (REVISED APRIL 22, 1987) OF KING COUN"Y LOT LINE CAUSE NO,,, 532208 PURPOSE: SEWER FACILI TIES APPURTENANCES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NO., 870512`0940)' A EA AFFECTED: A PORTION OF SAID PREMISES OTHERS AND VERIFIFT) WHERE POSSIBLE BY FOUND SURFACE FEATURES LOCATED IN EXCEPT THAT PORTION THEREOF CONDEMNED FOR SOUND TRANSIl' IN KING COUNTY (D EASEMENT AND, THE TERMS AND CONDITIONS THEREOF: RECORDED.- MAY 25t 1989 RECORDING NO.*' 8905250212 THE FIELD. WE ASS(lipw, NO LIABILITY FOR THE ACCURACY OF THESE RECORDS,. FOR FINAL LOCATION'OF THESE- AND OTHER EXISTING UTILITIES IN AREAS CRITICAL TO SUPERIOR COURT CAUSE NOS., 03-2-12827-7 KNT AND 04",2-00458-6 KNT1. GRANTEE: STATE OF WASHINGTON DESIGN, CONTACT THE� UTILITY OWNER / AGENCY. PURPOSE, HIGHWAY SLOPES SAID INSTRUMENT SUPERSEDES AND REPLACES INSTRUMENT RECORDED UNDER KING SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE Tr WASHINGTON. AREA AFFECTED: A PORTION OF SAID PREMISES COUNTY RECORDING NO,, 8810271360. TELECOMMUNICATION:� / FIBER OPTICS DISCLAIMER: RECORDED: OCTOBER 24, 1977 COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER,' 4 PARCEL B: RECORDING NO..- 7710240747 OCTOBER 10,, 1989, UNDER RECORDING NO. 8910101211, INCLUDING, BUT NOT LIMITED TOo RECORDS OF BURIED TELECOMMUNICATIONS AND/OR FIBER OPTIC LIABILITY FOR ASSESSMENTS LEVIED BY THE COMMUNITY ASSOCIATION. LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. FOR THIS SURVEY REPORT AN EASEMENT FOR INGRESS AND EGRESS AS DESCRIBED IN KING COUNTY RECORDING RELINQUISHMENT OF ALL EASEMENTS EXISTING. FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, MEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED STANDARD RESEARCH OF UTILITIES ARE INVESTIGATED THROUGH LOCAL - I JURISDICTIONS. DUF *'*0 EXTREME DIFFICULTY TO FIND APPROPRIATE RECORDS NOS. 8705150734 AND 8705150735, AS'AMENDED BY KING COUNTY RECORDING NOS. AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON BY EASEMENTS, COVENANTS OR OTHER' APPURTENANCES SET FORTH IN SAID INSTRUMENT RELATIVE TO THESE, HEREIN DESCRIBED BURIED FACILITIES THIS SURVEYOR DOES 8709223085o 8804210692 AND 8910101211, RECORDS OF KING COUNTY; LAND CONVEYED BY DEED. TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND., NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF ANY BURIED SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON., TO: STATE OF WASHINGTON 23- MATTERS DISCLOSED BY SURVEY RECORDED UNDER KING COUNTY RECORDING NO., TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE A PUBLIC RECORD WITH LOCAL JURISDICTIONS. AS ALWAYS, CALL 1-800-424-5555 BEFORE DATED: MARCH 27, 1978' 200306269000090. CONSTRUCTION. RECORDED- APRIL 4, 1978 RECORDING NO.: 7804040866 EASEMENT AND THE TERMS AND CONDITIONS THEREOF. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: UTILITIES Q.T1L!lY_PRO DER1 COMCAST CABLE 425-398-6131 x_i GRANTEE: WASHINGTON NATURAL GAS COMPANY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 20020320000097 AND 20020401000981 CABLE TELEVISION. PUGET SOUND ENERGY 888-225-5773 PURPOSE,- GAS PIPELINE OR PIPELINES ELECTR!CITY. AREA AFFECTED: A PORTION OF SAID PREMISES EASEMENT AND THE TERMS AND CONDITIONS THEREOF:, PUGET SOUND ENERGY 888-225-5773 RECORDED: JUNE 27s 1986 GAS: RECORDING NO.: 8607180907 ESTABLISHED IN CAUSE NO.: 03-2-12827-9 KNT AND 04-2-00458-6 KNT LAKEHAVEN UTILITY DISTRICT 253-941-1516 0 EASE'MENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE' TEMPORARY CONSTRUCTION EASEMENT AREA AFF*ECTED-, NORTHERLY PORTION AS DESCRIBED THEREIN SANITARY SEWER. CITY OF FEDERAL WAY 253-835,-2700 STORM DRAIN. GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, OWEST 800-573-1311 PURPOSE: GUY VARES AND ANCHOR LIGHT, MEW AND�.AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND EGRESS TO, FROM AND TELEPHONE, AREA AFFECTED.- A PORTION OF SAID PREMISES BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS LAKEHAVEN UTILITY DISTRICT 253-941-1516 RECORDED: SEPTEMBER 25, 1986 CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT. WAT R.- RECORDING NO.: 8609250828 0 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY, A REGIONAL TRANSIT AUTHORITY, DBA SOUND TRANSIT G RANTEE: FEDERAL WAY WATER AND SEWER DISTRICT CAUSE NO,,. 03-2-12827-9 KNT AND 04-2-00458-6 KNT PURPOSE: SEWER MAINS NTH THE NECESSARY APPURTENANCES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED.- MARCH 10,, 1987 RECORDING NO. 87003100824 ALL COVENANTS,, CONDITIONS. RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 8705120940. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. EASEMENT AND THE TERMS AND CONDITIONS THEREOF6 PURPOSE: ACCESS, DRAINAGE AND UTILITY EASEMENT AREA AFFECTED.- A PORTION OF SAID PREMISES RECORDING NO. 8705150734 SAID INSTRUMENT TERMINATES AND SUPERSEDES INSTRUMENT RECORDED UNDER RECORDING NO. 8612081319. AND AMENDMENTS THERETO: CALL 48 H OU R�0�"' RECORDED: OCTOBER 10, 1989 RECORDING NO,, 8910101211 eb""E F 0" R E Y 0 U D 1, G c 1-800—,424-5555 7,71, LLJ z 0 i z 0 z 0 Lu Ld F_ > z 0� W, D- v) C) CL < LIL Z U 0 V) CL 0 Ld T. 0 0 I- :r 0 z < Lj. < 0 crm I- C) z 0 co bi z < j LLJ a u.j LL. CHECKED BY: KRA DATE: 09/09/05� - I . I I I I 11� I I 11 I I . , I 11 - . 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V 'j::4 fto, S, 000 AVWA%L &""I& A"W& AMR— W U AW%L A4046L L U U L El MOM I I IL A A011 rx U m*n. comr%act 0 ical/Common N(3Me 0 ze arks S ZS I P"fflA'F BO%XWOUIJ Is "Mom t b.gl B U11 Buxus uffrut*cosa* A uArq UK U m"n. T R E E.,.- SO --- Cho*syo t. z:�undance ME%, Apl'*%L AL# "ANAftE m in. "Mob cal. m in'. 3b h-ftt. -,-estre wueen Elizabeth*/ HEDGE MAPLE u inus coggygna 'm P,le'/ 00"M'""`E TREE 9 cer camp street tree form ot oy(31 P"ur Z:� UK mino z cal,. Epimedurn x, versicolor 'Sulphureum N I..; 14 %%Mm0000 kcer ,,*riseum/ P&APEeR6tr"$`ARK MAPLE looww_4� 9 Jfl min. .2.431 Sw,,4L hlftt* L7-arrya ell qwvw A A*%L "El. NP A- A a m in. T. Holodiscus discolor /'OCEAN Z�iFMAT hamecyparis o U *I*s/ zA'3LEr1lJER lHAL'o"'I A"""" RESS min. o 0 hgt I racl I NVK UTP ou AM% 3 hq K m n. 30 kat. m* —1, `21" cal...'' H"LLYWOU"D JUNI'E" n. z Junimerus i oruloso raxinus o., "Raywood'/ RAYWCO-U-ASH, � , _ , 1 4 P *ect No. street tree form, r0j I A 1* min. 3 0 h -ftt. wlyrica calfforn ca/ PACklFlC% WAX MYRTLE Drawn: GT TV Mom 9 'Uttle Gem/ EVERGREEN MAGNOLIA_ min, 8-401's hgtw min lagnol Nandina domest* cta' HEAVENLY it"J"AMBOU 24"' hyt., Ica u0m.pa Checked* GT Pinus mugo P.Umoll*lo* COMPACT MUGO PINE min, 18" spr,., non —sheared is DOUGLAS FIR min. 6y0*f-8`0'f hgto uedotsuga menziesu/ min. 5 fron d s 0 12" o. c. Polystichum polyblepharnum/ TASSEL FERN Draw*ng Issue* 9.17.07 in,* 3"' COL 2 gal.0 m In,. 18"" spr4, elkova serrato 'Green Vase:v/ JAPANESE ZELKOVA mi Potentilla f. 'Abbotswood/ CINQUEFOIL 9col - 0 Rhododendron i pinense m, in. 21 spr., bu.shy. Revisions: 'Sarcococca humilis/ NCN 2 gal. min. 12'" spr. 2 gal. min. 18" spr. Taxus b. *Repandens"/ SPREADING YEW A------- 1 gal. 0 30 ox Coreopsis' verticilata 'Moonbe COREOPSIS am ............. . .. . . . ... J_,� . ... . . . . . . . .. . ....... . �,4 Gaultheria shallonl SALAL Hemerocallis Hyperion DAYLILY WWI 4%W 11 `41-A �-w �� I 1 0 1 , ►r' 1 ADX GRADE CEDAR PLY. OVER 2xro PT BROWN CAP AND •�_ ..t t-�^►A 10 tH.st r_°y.t }CL 2x2 CEDAR Z 4x4 PT BROWN BEAM BOLTEEI-V roxG PIT BROWN POST BOLTEP a .. PT BROWN POST a .,q cx c. P t , 4 r 1: 4 SPACES � 0 C 31442'ADX GRADE CEDAR PL-Y OVER 2x6 PT BROWN CAP.AND lxl C,7,F.DAR BATTENS AII�__ ______________ N 210 0615" E 1 ..C)1' 61 CHAINLINK FENCEISTINO t " t � \ , 10 SPACES 9'D 20 SPACES . . .................. ........ -- ---- low=( I � ro sa,�cEs G C G C G G 1 b Ibo 4 119 1 � � 109 ON-SITIE PARKING STALLS tom" W (INCL-UDES 5 ADA STL ✓ _:. t�1.4t� 26 'f t Y 1� F 1 t ( " ' i4' ) Ys � Y a t f ia .aw i l Mal n•� Q rj �7} twww�a . { ■ . ■ r M � {>v a ...N F pp q rlrrR,�r�rirut.� .._.� _ �� ...._:r.•r tn1 , � N.:: � � r,: i ri rt� rt r r �t{..� ... ► ..., . s �. Y CEDAR,F Gxro PT BROWN POST BOLTED TO PT BROWN BEAM BOI.TFr.) TO 6x6 PT BROWN POST 3/4:'ADX ORADEE CEDAR PLY OVER 2x PT FRAME TRIMMED W/ 2xG PT BROWN CAP ,AND 1x1 CEDAR BATTENS } { d o m 4 -171 7TFT7- W, a ADX GRADE/►►, PLY OVER PT BROWN CAP AND CEDAR► •• ,rr •»w► BY 4xro PIT BROWN POST AND , Rh' ritfal. ii "mi = 0 " M a ...... .... . wy . ua,>,'wr"ct�,' El p' i `N 21* 0615" r= 1 .01' 6 CHAINLINK FENCE 5X15TINO C) 1 7 -" ..ms 1 Was""^'"' C) �M ;` •� " �� /' i 7 _ �.. t, J _. _ .Nr""� i�i /" .�"'"" ,� .ram ...r _. �...✓ 3 l � ,-�-". �1 i�'~t "�i�'^". a1► +, 0 N T F�;� PAKF%%1No 143 Roor"111,01 BUSSINESS, HOTEL 109 STALLS (PARKNINS REQUIREEMENTS BASED ON HEATH ASSOCIATES PARKINO STUDY, MARCH 200-7) OFF SITE (CvATEWAY CEN'TEr'-lmw%-`)lk BUILDINO RETAI low 6194399 sQw 27133 RESTAURANT 29,051 SQ" THEATER 42,706 Sa. 427-OG E. HOTAL Roal**19 Flow RECEIVED � r5 { �t}} } 'S{ £ "• t}�t t ;},^�, /' t n; ,� a 3 3t' iX s 4'� ut^, t ';S NO SEP2007 t�r y c� �T,(/ POF E1 J`.�Wy.�� l S BUILDING E. A O Z4 Soo HOTEL 100 5TALLS BUS NE5=� (PARKgNO ;MOUIREt lr=NT.S BASEED ON HEATH ASSOCLATEES PARKINO STUDY, �-IARCH 2007) 'OFF SITE PARKINO (OATEWAY CENTE"' BUILDINO TYPE SQUARE O AOESTALLS ------ --- --- TOTAL STALLS (ON OFF.SITF.) 100 STALLS + 1133 STALLS 12-42 STALLS 0245 STALLS PROVIDEED) - --------- CN.VwSITEE PAR<N0 30 STALLS 0'xl5' LARGE 7,err STALLS S'xl8' OFF SITEE PARKI 0 (OATEWAY GENTE EXISTING 1238 STALLS I qr M ---- - ------ 2>0 CEMAR OVER 4x4 PT BROWN BEAM BOLTED TO roxro PT BROWN P09T BC)LTED TO (BY'& PT BRo\\N POST rol CHAINI_IN� 40mommos"o N Oil""q a E mool"'W"W out* aft A rch'tecturol Site *REFER TO LANDSCAPE PLAN FOR ALL PLANT/L.ANDSGAPE LOCATIONS ��A aF boa% TRAIN NC: * PAC,4L(JL,,�TIQf�I G TRANSPA> RENC**ioo PERCENTAGE WAS CAA OF TRANSPARENTCUL-wATIN(a USINC, GLASS DIVIDED BY THE ARC I A Oft THE AREA INHABITABLE=- SpA>CE 19. DEFINED AS WALL ARE�A t:511ABLE SPACE. STRUCTURE AND PLENUM sl:A>C:E. BELOW CEILIN`L-.;*, 04040"po TOTAL WALL APr=A TI�ANSp�41�E�Y,41zELE�/�Tl�N) TOTAL �i� 1.248 S.F= 40.219 % OF W,EST F=ACADE IS TRANIao,RENT It a"* I I nl# 1/16 d �/19/07 .............. 061ro ........................ STUDIO .......... I ........